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May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00 DESIGN CONSULTANT / ARCHITECT: NORR Jessica Helbling 325 North LaSalle Street, Suite 500 Chicago, IL 60654 (312) 873-1051 (312) 424-2424 [email protected]

PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

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Page 1: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00 DESIGN CONSULTANT / ARCHITECT:

NORR Jessica Helbling 325 North LaSalle Street, Suite 500 Chicago, IL 60654 (312) 873-1051 (312) 424-2424 [email protected]

Page 2: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Project Specification for

TENANT: Panera, LLC

Contact: 3630 S. Geyer Road

Sunset Hills, MO 63127 (314) 984-2617

Fax

LANDLORD: Callaway Land Co.

Contact: John Callaway, Ph.D 5307 Fairfield West Atlanta, GA 30338

(770) 673-0021

Design Consultant/Architect: NORR

Contact: Jessica Helbling 325 North LaSalle Street, Suite 500

Chicago, IL 60654 (312) 873-1051 (312) 424-2424

Mechanical/Electrical Engineer:

William J. Alkemeyer Contact: Chris Schuchardt

353 Marshall Avenue, Suite 100 Saint Louis, MO 63119

(314) 772-1782 (314) 373-3514

Civil Engineer:

Greenberg Farrow 1430 West Peachtree Street NW, Suite 200

Atlanta, GA 30309 (404) 601-4000

Structural Engineer:

KMR Engineering, PLLC Contact: Kyle Reece

153 US 70W Garner, NC 27529

(919) 615-0282

Address all communications regarding this work to the Architect at the address listed above.

PANERA BREAD

BAKERY CAFÉ #1886 10105 Canal Crossing Drive

Brunswick, GA 31525

Page 3: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TABLE OF CONTENTS 1

TABLE OF CONTENTS A. Invitation to Bid B. Bid Form C. Construction Contract D. Schedule of Drawings E. Vendor List DIVISION ZERO – BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 00100 Instructions to the Bidders 00700 General Conditions of the Contract for Construction DIVISION ONE – GENERAL REQUIREMENTS 01100 Summary 01140 Work Restrictions 01230 Alternates 01250 Contract Modification Procedures 01310 Project Management and Coordination 01320 Construction Progress Documentation 01330 Submittal Procedures 01400 Quality Requirements 01420 References 01500 Temporary Facilities and Controls 01600 Product Requirements 01640 Owner Furnished Equipment and Furnishings 01731 Cutting and Patching 01740 Warranties and Bonds 01770 Closeout Procedures 01782 Operation and Maintenance Data 01783 Project Record Documents DIVISION TWO – SITE WORK Reference Construction Drawings. DIVISION THREE – CONCRETE 03300 Cast-In-Place-Concrete 03350 Concrete Finishing DIVISION FOUR – MASONRY 04810 Unit Masonry Assemblies 04250 Mechanically Attached Brick DIVISION FIVE – METALS 05080 Factory Applied Metal Coatings 05120 Structural Steel 05210 Steel Joists 05310 Roof Deck 05400 Cold-Formed Metal Framing 05500 Metal Fabrications 05530 Metal Gratings

Page 4: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TABLE OF CONTENTS 2

Reference Structural drawings for additional specifications DIVISION SIX – WOODS AND PLASTICS 06100 Rough Carpentry 06164 Exterior Gypsum Sheathing 06200 Finish Carpentry 06402 Interior Architectural Woodwork DIVISION SEVEN – THERMAL AND MOISTURE PROTECTION 07210 Building Insulation 07240 Exterior Wall Insulation and Finish System 07242 Composite Aluminum Panels 07431 Insulated Metal Roof Panels 07540 Thermoplastic Membrane Roofing 075419 Durolast Polyvinyl-Chloride Roofing 07710 Manufactured Roof Specialties 07841 Through-Penetration Firestop 07920 Joint Sealants 072413 Polymer-Based EIFS Incorporating an Airwater Resistive Barrier DIVISION EIGHT – DOORS AND WINDOWS 08110 Steel Doors and Frames 08114 Custom Steel Doors and Frames 08211 Flush Wood Doors 08411 Aluminum Framed Entrances and Storefronts 08711 Door Hardware 08800 Glazing DIVISION NINE – FINISHES 09240 Portland Cement Plastering 09260 Gypsum Board Assemblies 09310 Ceramic Tile 09512 Acoustical Tile Ceiling 09680 Carpet 09720 Wall Coverings 09900 Painting 09912 Interior Painting DIVISION TEN – SPECIALTIES 10155 Toilet Compartments 10265 Impact Resistant Wall Protection 10305 Factory Built Fireplaces 10520 Fire Protection Specialties 10801 Toilet and Bath Accessories DIVISION ELEVEN – EQUIPMENT 11400 Food Service Equipment DIVISIONS TWELVE THROUGH FOURTEEN Not Used DIVISION FIFTEEN – MECHANICAL Reference Construction Drawings

Page 5: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TABLE OF CONTENTS 3

DIVISION SIXTEEN – ELECTRICAL Reference Construction Drawings

Page 6: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Invitation To Bid Date: 05/24/2016 Contractor: All Bidders Project: Panera, LLC Café # 1886 Architect: NORR Dear Contractor: Panera, LLC (the Owner) hereby invites you to submit a bid for the above referenced project. The bid proposal should include, but should not be limited to, all work indicated in the Construction Document Package unless otherwise instructed. The General Contractor will be responsible for the selection and performance of all his subcontractors and suppliers subject to the approval of the Owner. The work also includes the installation of items furnished by the Owner, as noted in the Drawing Package and any addenda. Contractor’s superintendent must be on site for the entire duration of the project. Bid Format: Bids must be delivered in hard copy to Ken Sisk V.P. of Construction, Attention: Construction Coordinator, Panera, LLC, 3630 S. Geyer Rd. Suite 100, Sunset Hills, MO 63127 Faxed bids will not be accepted. No other parties are to receive bids. The attached Bid Submittal form must be used and must be fully completed, broken down by trade/activity per the attached “Bid Form.” Bidders may add supplemental or clarifying information to the Bid Form. If a bid is not received by the noted date and time it will be subject to exclusion from the bidding process. A project schedule, current copy of your Contractor's License in the Project's jurisdiction, and the Panera Bid Spreadsheet must be included with your bid. Bid Date and Time: Bids are to be received on or before 06/16/2016 at 12:00 PM. CST Project Location: 10105 Canal Crossing Drive Brunswick, GA 31525 Company Construction Manager: Joe Plescia Project Start and Completion Date: 07/12/2016 - 11/09/2016 Construction is planned to start on or about 07/12/2016 and to be completed no later than 17 Working Weeks (120Calendar days) or (the Agreed Construction Time Frame Per Panera’s Direction) After Construction Start (Construction start date is dependant on receipt of a Building Permit). HOWEVER, THE EXACT START AND COMPLETION DATES WILL BE AUTHORIZED BY OWNER AND INCLUDED IN THE CONSTRUCTION CONTRACT. Bidder must submit a construction schedule with his bid. GC shall name who the superintendent will be if they are awarded the job.

Page 7: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Please be advised that the superintendent will required to send us pictures via email every Thursday. Additional notes:

1. It is mandatory that the General Contractor and subcontractors reach out to our national account rep at Durolast directly to ensure that we are receiving the national account pricing for roofing. Durolast’s quote should include the insulation, Durolast 2-piece coping, and membrane wrapping over top of parapet.

National Account Representative: Belynda (Lindy) Beuthin Duro-Last Roofing, Inc. [email protected] office: 800-248-0280 x1071 fax: 800-432-9331

Drawing Package: See following page for Drawing Package Payment Schedule: Payment shall be made in three payments as follows:

1. Fifty percent upon completion of fifty percent of the value of the contract and partial lien waivers for corresponding dollar amounts. Ten percent will be held in retention by owner. The following items are needed for completion of draw:

a. Application for Payment b. Waiver Tracking Form c. Subcontractor list providing contact persons, phone numbers and addresses

of all subcontractors used on project d. Original notarized General Contractor lien waiver covering entire amount of

draw e. Itemized Bid Breakdown including individual unit cost breakdowns by line

item completed on the Panera Bid Form f. Water test

2. An additional fifty percent upon completion of ninety percent of the value of the

contract with ten percent held in retention by owner and submittal of completed lien waivers for payments made to subcontractors and suppliers under payment 1. The following items are needed for completion of draw:

a. Application for Payment b. Waiver Tracking Form c. Original notarized General Contractor lien waiver covering entire amount of

draw d. Original notarized lien waivers from all subcontractors covering the payment

from the previous payment e. Subcontractor list providing contact persons, phone numbers and addresses

of all subcontractors used on project 3. Ten percent and any change orders upon completion.

Neither the final payment nor any retainage shall become due until the Contractor submits the following properly executed documents to Owner: a. Final Application for Payment, Final Lien Waiver Tracking Form, Sworn

Affidavit showing no funds due to subcontractors or suppliers, and Original final, notarized, unconditional lien waiver as supplied by Owner from Contractor showing amount paid to date, Lien Waivers to be provided on

Page 8: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Owner’s Form; Within 24-hours of receipt of final payment, Contractor to fax Owner a copy of the final General Contractor’s Affidavit showing zero balance due to Contractor and a copy of the Final Notarized Waiver of Lien showing full amount paid with zero balance remaining. Hard copy to be submitted to Owner within one (1) week.

b. Consent of sureties, if any, to final payment; c. A complete set of Plans and Specifications showing the Work as-built

indicating dimensions and conditions of the project as it was actually constructed, including such items as exact locations of concealed or buried piping or utilities, locations of equipment and ductwork, etc. and any changes made during the course of construction which were not officially documented by the architect. Notwithstanding anything contained herein to the contrary, within fifteen (15) calendar days of completion of the Work, Contractor shall deliver said As-built plans which shall be uploaded to Owner’s website in accordance with Owner’s instructions.

d. Original final, notarized, unconditional lien waivers as supplied by Owner from all Subcontractors showing the full and total contract amount including change orders paid with zero balance remaining

e. Subcontractor list providing contact persons. phone numbers and addresses of all subcontractors used on project;

f. If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be designated by Owner. If any subcontractor refuses to furnish a release or waiver required by Owner, the Contractor shall, at its own expense, if requested by Owner, furnish a bond satisfactory to indemnify it against any such lien. If any lien remains unsatisfied after all payments are made. the Contractor shall refund to Owner all monies that the latter may be compelled to pay in discharging such lien including all costs and reasonable attorney's fees;

g. Final Certificate of Occupancy and any governmental certificates required by the Contract Documents, or to evidence compliance with all applicable laws, ordinances, rules, codes or regulations;

h. Operation and Maintenance Manual (For everything GC or Sub installs. Examples: fireplace, HVAC, water heater, sprinkler, alarm system, plumbing fixtures, flooring, exhaust fans, roofing, etc.) The manual must include: 1.) Extended warranties on equipment supplied by GCs and subcontractors written on their company letterhead guaranteeing their work one (1) year from Certificate of Occupancy, not install 2.) The model and serial numbers of all equipment installed in unit submitted on owner provided list. 3.) Cut Sheets 4.) The HVAC subcontractor air balancing report performed by an independent testing & balancing company;

i. Copy of the Completed Punchlist signed by the owner; j. Completed Bid Form including individual unit cost breakdowns k. All items as required in the Specifications l. Proof of Water Test Sample; J. Additional items required by lease for LL Allowance Submittal – See Attached Exhibit A

4. Post GC Receipt of Final Payment Original final, notarized Contractor's Final Lien Waiver & Affidavit showing zero amount remaining for G.C.

4. If the Contract Time is greater than sixty (60) days, then the Contractor shall submit

Page 9: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Applications for Payment on or before the twentieth (20th) day of each calendar month. Final request for payment must be submitted within 30 days from turnover or the contractor will not be invited to bid on future Panera contracts.

Other Conditions: 1. The Owner reserves the right to refuse any and all bids, to request clarification of any bid,

and to elect to not proceed with the project, at the Owner’s sole option. 2. By submitting a bid, the bidder represents that he/she:

a. has visited the project site and has become familiar with the existing site conditions.

b. is qualified and able to construct the project as shown in the Drawing Package.

Such qualification shall include but not be limited to licensing (if required). c. has sufficient knowledge of the laws, regulations and Codes governing construction

at the project location and believes the bid that he/she has submitted includes all incidental and other items to satisfy the applicable requirements.

d. has disclosed to the Owner any deficiencies in the plans or specifications of which

he/she has knowledge and which would prevent construction of the project in conformance with any applicable laws, regulations or Codes, or in a good and workmanlike manner.

e. That he/she has included in the bid any incidental items required for completion of

the project in a good and workmanlike manner. 3. General Contractor to adhere to the following:

a. General Contractors to identify possible superintendents with bid submission b. weekly progress logs c. weekly project updates requiring digital photos every Thursday to Panera Project

Manager d. Will have a full-time on-site Superintendent at the job-site during the first full

calendar week of the Bakery/Café’s operation, to address any construction problems that may become known.

4. The Landlord contacts for the project are: Contact: John Callaway Phone: (770) 673-0021 Please note that the Landlord has stated that the following subcontractor will be required to maintain an existing warranty. Warranted Item: Company: Phone:

Page 10: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

The bidder acknowledges that he/she has received the plans that constitute the Drawing Package and that all work described therein is included in the bid. Plans: Number Description GENERAL G-CS COVER SHEET G-ADA ACCESSIBILITY GUIDELINES G-LS LIFE SAFETY DIAGRAM G-SL SYMBOL, LEGEND & ABBREVIATIONS CIVIL C0.0 COVER SHEET C1.0 GENERAL NOTES C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 EROSION CONTROL PLAN - PHASE 1 C4.1 EROSION CONTROL PLAN - PHASE 2 C4.2 EROSION CONTROL PLAN - PHASE 3 C4.3 EROSION CONTROL NOTES C4.4 EROSION CONTROL NOTES C4.5 EROSION CONTROL DETAILS C4.6 EROSION CONTROL DETAILS C5.0 UTILITY PLAN C6.0 DETAILS C6.1 DETAILS C6.2 DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE NOTES AND DETAILS

SITE PHOTOMETRIC PLANS BUILDING ELEVATIONS

ARCHITECTURAL A-0.10 SITE PLAN - FOR REFERENCE ONLY A-0.11 ROOF PLAN A-0.21 SHELL FLOOR PLAN A-0.41 DRIVE THRU DETAILS A-0.42 DRIVE THRU DETAILS A-0.43 DRIVE THRU DETAILS A-0.45 TRASH ENCLOSURE DETAILS A-0.50 BUILDING SECTIONS A-0.51 WALL SECTIONS A-0.52 WALL SECTIONS A-0.53 WALL SECTIONS A-0.60 ENLARGED DETAILS A-0.61 ENLARGED DETAILS/ROOF DETAILS A-2.0 FLOOR PLAN - DIMENSIONS A-2.1 FLOOR PLAN - KEYED NOTES A-2.2 FLOOR FINISH PLAN A-2.3 WALL FINISH PLAN A-3.1 REFLECTED CEILING PLAN A-3.2 LIGHTING SCHEDULE, CEILING DETAILS A-3.3 LIGHT AIMING DIAGRAMS A-4.1 ENLARGED RESTROOM PLAN

Page 11: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

A-4.2 INTERIOR ELEVATIONS - FRONT OF HOUSE A-4.3 INTERIOR ELEVATIONS - BACK OF HOUSE A-4.4A MILLWORK SECTIONS & DETAILS A-4.4B DETAILS/SECTIONS A-4.5 DETAILS/SECTIONS A-4.6 FLOOR & CEILING DETAILS A-4.7 PARTITIONS A-4.8 DOOR SCHEDULE & DOOR TYPES A-4.9 FINISH SCHEDULE AND NOTES A-5.1 EXTERIOR ELEVATIONS A-5.2 EXTERIOR ELEVATIONS SIGNAGE SG-2.1 FLOOR PLAN - SIGNAGE SG-4.1 SIGNAGE SCHEDULE & DETAILS EQUIPMENT - (ALL EQ SHEETS FOR REFERENCE ONLY) EQ-2.1 EQUIPMENT PLAN - NEW CONSTRUCTION EQ-4.1 EQUIPMENT SCHEDULE & NOTES EQ-4.2 FURNITURE AND CASEWORK SCHEDULE STRUCTURAL S0 STRUCTURAL NOTES S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 FOUNDATION DETAILS S4 TYPICAL FRAMING DETAILS S5.1 FRONT WALL SECTIONS S5.2 SIDE WALL SECTIONS S5.3 REAR WALL SECTIONS S5.4 SIDE WALL SECTIONS MECHANICAL M-2.1 MECHANICAL PLAN AND NOTES M-2.2 MECHANICAL LEGEND AND SCHEDULES M-3.1 VENTILATION DETAILS AND SCHEDULES M-3.2 VENTILATION DETAILS AND SCHEDULES M-3.3 VENTILATION DETAILS AND SCHEDULES M-4.1 MECHANICAL DETAILS AND SPECS PLUMBING P-2.1 SANITARY ROUGH-IN PLAN P-2.2 DOMESTIC WATER ROUGH-IN PLAN P-2.3 SANITARY ROUGH-IN PLAN P-2.4 DOMESTIC WATER PLUMBING PLAN P-2.5 NATURAL GAS PLUMBING PLAN P-3.1 SANITARY ISOMETRIC DIAGRAM P-4.1 PLUMBING DETAILS AND SPECS ELECTRICAL E-2.1 ELECTRICAL ROUGH IN PLAN E-2.2 ELECTRICAL POWER PLAN E-3.1 ELECTRICAL LIGHTING PLAN E-4.1 SPECIAL SYSTEMS PLAN E-4.3 POS DIAGRAM AND NOTES E-5.1 PANEL SCHEDULE AND ONE LINE DIAGRAM

Page 12: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

E-5.2 ELECTRICAL SPEC, NOTES, AND DETAILS ES-1 ELECTRICAL SITE PLAN ES-2 ENLARGED ELECTRICAL SITE PLAN ES-3 DRIVE THRU ELEVATIONS

Addenda:

Other bid qualifications: Rules on Bidding Alternates and Value Engineering:

Our position on creating alternates and suggesting value-engineering options in the bidding process is that we encourage the Contractor to make lower cost suggestions in the form of alternates to the bid. All alternative suggestions must be in complete compliance with all local codes. All alternates must be fully disclosed by the contractor. Furthermore the Bidding Contractor assumes the liability for all required research and documentation to bring the alternate suggestion to the attention of all concerned parties, unless otherwise agreed to by all parties. Alternates will become part of the contract only when accepted by the owner in writing prior to the contract execution. There will be no deviation from plans and specifications allowed in the base bid.

Alternates to the Bid (No Alternates are included with Base Bid): 1. 2. Contractor estimates project construction time to be calendar days. Submitted by: Contractor: By: _________________________________ Date: ______________ Printed Name: _________________________________ Title: ______________

Contract for Construction Exhibit A

Page 13: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Additional items required for LL Allowance Submittal:

Café _________ GC _____ CPM ____

Page 14: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

DATED

In consideration of being awarded a contract to construct the Project described herein, the Contractor agrees to perform asfollows:

ARCHITECT

PANERA, INC.

BID FORM

THIS BID PROPOSAL, made this day of , 201 by:

hereinafter referred to as the "Contractor,"

to:

PANERA, LLC

3630 S. Geyer Rd. Suite 100

Sunset Hills, MO 63127

hereinafter referred to as the "Owner," for the project known as:

Scope of Work: Contractor shall furnish and deliver all of the material and perform all of the Work in the manner and form asprovided by the following enumerated plans, specifications, and documents which are incorporated herein by reference as iffully contained herein: Invitation to Bidders, Panera, Inc. Contract for Construction, Panera, Inc. General Conditions, thisProposal, and the following described Drawings and Specifications:

Specifications contained in the Project Manual or Specification Manual for the above-referenced project and/or listed ondrawings as noted:

SHEET NUMBER & TITLE

1

Page 15: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, or corporation and is notsubmitted in conformity with any agreement or rules of any group, association, organization, or corporation; Bidder has notdirectly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or inducedany person, firm, or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself anyadvantage over any other Bidder or over Owner.

The Contractor shall commence the work to be performed as described in Article 1 hereof on the date to be specified in awritten Notice to Proceed (which may be a facsimile) and shall fully complete all Work hereunder within ( )calendar days from said date (time being of the essence). In the event that the progress of the Work is not maintained onschedule by the Contractor in accordance with the Schedule of Work or in the event that the Work is not completed withinthe time above specified, the Owner may take the actions and enforce the rights granted to it by Articles 8.3 and 14 of thePanera, Inc. General Conditions.

The Contractor shall faithfully perform as stated in this Proposal, subject to additions or deductions as provided herein for atotal price of ( ) Dollars ( $). Contractor represents and acknowledges that this sum includes all applicable federal, state, municipal, and other taxeswhich may be applicable to the Work.

The Contractor has received and acknowledges the following addenda, which is herein contained in the Bid Proposal:

The Contractor affirmatively represents:

He does not consider that any additional examinations, investigations, explorations, tests, studies, or data are necessary forthe determination of this Bid for performance and furnishing of the Work in accordance with the times, price, and other termsand conditions of the Contract Documents;

He has visited the site, has familiarized himself with the local conditions under which the Work is to be performed and hascorrelated his observations with the requirements of the Contract Documents;

He is aware of the general nature of work to be performed by Owner and others at the site that relates to Work for which thisBid is submitted as indicated in the Contract Documents; and

He is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, performance, andfurnishing of the Work;

2

Page 16: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Journeyman $

Laborer $

Apprentice $

Journeyman $

Laborer $

Apprentice $

Journeyman $

Laborer $

Apprentice $

Journeyman $

Laborer $

Apprentice $

Journeyman $

Laborer $

Apprentice $

Bid Breakdown: For the Owner's use in comparative analysis, the following prices are comprehensive and all inclusive:

NOTE: THE QUANTITY AND UNIT COLUMNS ARE FOR THE OWNER'S USE IN COMPARATIVE ANALYSIS ONLY.QUANTITIES AND UNITS LISTED BELOW BY CONTRACTOR SHALL IN NO WAY RELIEVE THE CONTRACTOR OF ITS OBLIGATION TO COMPLETE THE WORK IN ITS ENTIRETY AS DESCRIBED IN THE PLANS AND SPECIFICATIONS.

Unit Price

Carpenters

Painters

Plumbers

Trade Level

HVAC Mechanics

Electricians

Unit Prices: Any additions or deletions from the Contract Price shall be calculated on the cost of the Work plus appropriatepercentages as outlined in Article 4.5 if the Contract for Construction; such sums shall not exceed that following guaranteedmaximum prices, and shall be good for the duration of the project:

3

Page 17: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Category 1: Site Work

Earth Work Quantity Unit Unit Cost Total Notes

Site Surveying LOT

Environmental Work LOT

Clear and Grub LOT

Excavation (on site) C.Y.

Fill (on site) C.Y.

Import Fill C.Y.

Export Fill C.Y.

Excavate Rock; Dispose Off Site C.Y.

Rough Grading S.Y.

Finish Grading S.Y.

Trash Enclosure S.F.

Fencing and Screening L.F.

Other (specify)

Site Concrete Work Quantity Unit Unit Cost Total Notes

Concrete Sidewalk S.Y.

Concrete Curb & Gutter L.F.

Concrete Aprons/Pads S.Y.

Misc. Formed Concrete LOT

Patio S.Y.

Other (specify)

Base and Paving Quantity Unit Unit Cost Total Notes

Compacted Sub Base S.Y.

Base Coarse S.Y.

A.C. Binder Course S.Y.

A.C. Surface Course S.Y.

Lot Striping

Other (specify)

Subtotal:

Subtotal:

Subtotal:

Remove Existing Asphalt, Base, & Sub-Base; Dispose of Off Site

4

Page 18: PANERA BREAD / ST. LOUIS BREAD COMPANY … · May 24, 2016 PANERA BREAD / ST. LOUIS BREAD COMPANY BAKERY Café #1886 10105 Canal Crossing Drive Brunswick, GA 31525 Project #: NICH15.0117.00

Site Plumbing Quantity Unit Unit Cost Total Notes

Storm Curb Inlet EA.

Storm Ditch Bottom Inlet EA.

Concrete Aprons/Pads S.Y.

Water Service L.F.

Fire Hydrants / Standpipe L.F.

Fire Sprinkler Line L.F.

Sewer Piping L.F.

Sewer Connection LOT

Grease Trap EA.

Septic System LOT

Gas Service L.F.

Other (specify)

Site Electrical Quantity Unit Unit Cost Total Notes

General Wiring LOT

Light Poles EA.

Light Fixtures EA.

Lighting Foundation EA.

Site Signage LOT

Electrical Service: Transformer L.F.

Primary Wiring L.F.

Secondary Wiring L.F.

Other (specify)

Site Improvements Quantity Unit Unit Cost Total Notes

Landscaping LOT

Irrigation LOT

Other (specify)

Subtotal:

Subtotal:

Subtotal:

5

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Off Site Improvements Quantity Unit Unit Cost Total Notes

Sanitary Sewer Extension L.F.

Storm Sewer Extension L.F.

Electric Service Extension L.F.

Gas Extension L.F.

Concrete Walks L.F.

Paving-DOT Improvements S.F.

Side/Rear Roads L.S.

Street Curb Work L.F.

Other (specify)

Total Category 1

Subtotal:

6

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Category 2: Building Construction

Division 1: General Requirements Quantity Unit Unit Cost Total Notes

Overhead & Profit LOT

Supervision WK.

Temporary Utilities LOT

Dumpster EA.

Final Cleaning LOT

Storage Trailer LOT

Performance Bond LOT

Barricade L.F.

Other (specify)

Division 2: Demolition Quantity Unit Unit Cost Total Notes

General Demolition LOT

Electrical Demolition LOT

Plumbing Demolition LOT

HVAC Demolition LOT

Barricade Removal LOT

Other (specify)

Division 3: Concrete Quantity Unit Unit Cost Total Notes

Saw Cutting and Patching L.F.

Floor Slab (incl. fill, prep, and grading) LOT

Form Work LOT

Core Drilling LOT

Footings/Foundation LOT

Other (specify)

Division 4: Masonry Quantity Unit Unit Cost Total Notes

Block / Brickwork LOT

E.I.F.S. / Stucco LOT

Misc. Lintels LOT

Demolition LOT

Other (specify)

Total Division 4:

Total Division 3:

Total Division 1:

Total Division 2:

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Division 5: Metals Quantity Unit Unit Cost Total Notes

Structural Steel LOT

Architectural Steel LOT

Engineering Fee LOT

Other (specify)

Division 6: Carpentry Quantity Unit Unit Cost Total Notes

Wall Framing LOT

Soffit Framing LOT

Plywood LOT

Rough Carpentry LOT

Finish Carpentry LOT

Mechanical Chases / Shaftwall LOT

Other (specify)

Division 7: Therm. & Moist. Prot. Quantity Unit Unit Cost Total Notes

Roofing LOT

Waterproofing LOT

Gutters and Downspouts LOT

Insulation LOT

Other (specify)

Division 8: Doors & Windows Quantity Unit Unit Cost Total Notes

Storefront Metal/Glass LOT

Vestibule Metal/Glass LOT

Hollow Metal Doors EA.

Hollow Metal Frames EA.

Wood Doors EA.

Panic / Handicap Access Hardware LOT

Door Hardware EA.

Specialty Doors EA.

Specialty Glass LOT

Roll Down Grille EA.

Miscellaneous LOT

Other (specify)

Total Division 5:

Total Division 6:

Total Division 7:

Total Division 8:

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Division 9: Finishes Quantity Unit Unit Cost Total Notes

Drywall S.F.

Rigid Vinyl Panels S.F.

Floor Prep L.S.

Ceramic Floor Tile Labor HRS.

Ceramic Floor Tile Materials S.F.

Quarry Floor Tile Labor HRS.

Quarry Floor Tile Materials S.F.

Wall Tile Labor HRS.

Wall Tile Materials S.F.

Carpet Labor HRS.

Carpet Materials S.F.

Vinyl Base L.F.

Interior Painting L.S.

Exterior Painting L.S.

Vinyl Wallcovering Labor HRS.

Vinyl Wallcovering Materials L.S.

Acoustical Ceiling & Grid S.F.

Vinyl Tile Ceiling & Grid S.F.

Wood Flooring and Finish S.F.

Stainless Steel Cornerguards LOT

Stainless Steel Enclosures LOT

Other (specify)

Division 10: Specialties Quantity Unit Unit Cost Total Notes

Toilet Partitions LOT

Toilet Accessories LOT

Miscellaneous LOT

Other (specify)

Division 11: Install Owner Items Quantity Unit Unit Cost Total Notes

Millwork HRS.

Steel Accessories HRS.

Artwork / Graphics HRS.

Furniture HRS.

Post-Turnover Carpentry HRS.

Other (specify)

Total Division 10:

Total Division 11:

Total Division 9:

9

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Division 15a: Plumbing Quantity Unit Unit Cost Total Notes

Restroom Fixtures LOT

Water Piping LOT

Piping Insulation. LOT

Underground Waste Piping LOT

Above-Ground Waste Piping & Vents LOT

Grease Trap LOT

Water Heater LOT

Soda Chase LOT

Mop Sink LOT

Gas Piping LOT

Water Meter, RPZ, Backflow Devices LOT

Other (specify)

Division 15b: Wet Sprinkler System Quantity Unit Unit Cost Total Notes

Main LOT

Drops EA.

Dry Heads EA.

Flow Devices EA.

Other (specify)

Division 15c: HVAC Quantity Unit Unit Cost Total Notes

HVAC Units LOT

Make-up Air Unit (if separate) LOT

Toilet Exhaust Fans LOT

Ductwork LOT

Welded Ductwork LOT

Make-up Air Ductwork LOT

Duct Insulation LOT

Combustion Air Ductwork LOT

Diffuser Drops LOT

Oven Hood Installation LOT

Oven Vents & Flue LOT

Water Heater Flue LOT

Other Hood Installations LOT

Fire Suppression System LOT

Controls and Control Wiring LOT

Test and Balance LOT

Other (specify)

Total Division 15d:

Total Division 15a:

Total Division 15c:

10

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Division 15e: Refrigeration Quantity Unit Unit Cost Total Notes

Cooler/Freezer Installation HRS.

Refrigeration LOT

Other (specify)

Division 16: Electrical Quantity Unit Unit Cost Total Notes

Electric Service to Space LOT

Service Equipment:: Switch Gear LOT

Service Equipment:: Panels LOT

Service Equipment:: Meter / CT LOT

Transformer LOT

Light Fixtures ( Front of House) LOT

Light Fixtures ( Back of House) LOT

Electrical Distribution LOT

Electrical Trim LOT

POS Wiring LOT

Temporary Power & Lighting LOT

Fire Alarm System LOT

Other (specify)

Total Division 15e:

Category 1 & 2 Total

Total Division 16:

Total Category 2

11

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ALTERNATES

Number Cost

1

2

3

4

5

Key to Abbreviations

EA. = Each

LOT = LOT

C.Y.= Cubic Yard

L.F. = Linear Foot

S.F. = Square Foot

S.Y. = Square Yard

WK. = Week

HRS. = Hours

Days to Complete

Description

Final Bid

12

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Its:

Attest::

(Corporate Secretary or Assistant Secretary)

Its:

CONTRACTOR (Trade or Corporate Name):

By:

WITNESS:

If this proposal is accepted, the Contractor agrees to supply Certificates of Workmen's Compensation and Liability Insurance at the time the Construction Contract is signed in accordance with the terms of Article 11 in the General Conditions.

Contractor does ( ) / does not ( ) qualify as a minority contractor under Federal Law.

Contractor has ( ) / has not ( ) changed bonding company within the last twelve months.

IN WITNESS WHEREOF, the Contractor has executed this Proposal on the day and year first above written.

If this Proposal, including prices, is accepted, the Contractor agrees to enter into a Contract, the form of which shall be the same as that furnished with the Instructions to Bidders.

This Proposal will remain in effect and will not be withdrawn by the Contractor for a period of sixty (60) days from the scheduled closing time of the receipt of bids.

The Contractor shall perform the work described in the following Divisions with its own forces:

Contractor shall accept progress payments in accordance with Articles 4, 5, and 6 of Panera, Inc. Contract for Construction and Article 9 of Panera, Inc. General Conditions.

13

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PANERA, LLC CONTRACT FOR CONSTRUCTION

THIS AGREEMENT made this day of between the Owner:

Panera, LLC 3630 S. Geyer Rd

Suite 100 Sunset Hills, MO 63127

and the Contractor:

Federal Tax Identification #:

covering the Project known as:

IN CONSIDERATION OF the mutual covenants herein set forth, the parties hereto agree as follows:

Article 1

DEFINITIONS: THE CONTRACT DOCUMENTS

1.1 The capitalized terms used herein shall have the meanings set forth in the General Conditions unless a specific definition therefore is provided herein. Unless otherwise specified, references herein to numbered Articles and paragraphs are to those in this Agreement.

1.2 The Contract Documents consist of this Agreement, the General Conditions, Special Conditions, Bid Form (Owner's form only), Specifications, Drawings, Addenda, approved shop drawings, modifications, and other directives from Owner to the Contractor issued under any provision of any of the foregoing documents. The Contractor hereby represents that he has examined al such documents and is familiar with same. These documents are hereinafter referred to as the "Contract for Construction," and all are as fully a part of the Contract for Construction as if attached to this Agreement or repeated herein.

1.3 The term "General Conditions" as used in the Contract Documents shall mean the document entitled "Panera, LLC General Conditions of the Contract for Construction."

1.4 The Term "Project Manager" as used in the Contract Documents shall mean the person designated by Owner to be its representative.

1.5 The term "Schedule of Work" as used in the Contract Documents shall mean the schedule of work required to be supplied:

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1.5.A By the General Conditions, 4.15, which has been approved by the Owner, OR

1.5.B By the Invitation to Bidders, which has been approved by the Owner.

Article 2

STATEMENT OF THE WORK

2.1 The Contractor shall provide and pay for all materials, tools, equipment, labor, and professional and non-professional services, and shall perform all other acts and supply all other things necessary to fully and properly perform and complete the following:

2.1.A The construction of the project as described on Page 1 of this Agreement, in accordance with the Contract Documents, including, but not limited to, the drawings and specifications described as follows:

2.1.B Specifications contained in the Project Manual or Specification Manual, by , Architect, dated , and Addendum # , dated .

2.1.C All specifications noted on drawings and plans noted as follows:

SHEET NUMBER DATED DRAWING TITLE

2.2 The Work shall include related facilities described in the Contract Documents, including all Work expressly specified therein and such additional Work as may reasonably be inferred therefrom, saving and excepting only such items of Work as are specifically stated in the Contract Documents not to be the obligation of the Contractor. The term "Work" means the totality of the obligations imposed upon the Contractor by the preceding sentence and by all other provisions of the Contract Documents, as well as the structures to be built and the labor to be performed.

2.3 Work called for in the plans and not mentioned in the specifications, or vice versa, shall be performed as though fully set forth in both. Work not particularly detailed, marked, or specified shall be

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the same as similar parts that are detailed, marked, or specified.

2.4 Contractor shall immediately inform Owner of any defects, suspected defects, and/or inconsistencies in the plans and specifications or in any work by others affecting the Work which come to the Contractor's attention. If there is any conflict between the terms of the Contract Documents including, without limitation, the descriptions of the work contained therein or drawing notational errors, or any conflict between the Contract Documents and applicable government laws or rules, Contractor must immediately, but in no event later than forty-eight (48) hours after learning of the inconsistency, bring the conflict to the attention of Owner. Owner will issue instructions as to how to proceed. Provided Owner has approved any corrective work required to repair any design defect, the cost of any such corrective work, as between Owner and Contractor, shall be Owner's responsibility. If the Contractor proceeds with the Work based upon such error or conflict in the Contract Documents without approved instructions from Owner, Contractor shall be responsible for any costs, expenses, or damages related thereto.

2.5 All Work rendered necessary in the consequence of the performance of any part of the Work herein agreed upon or reasonably inferable from the Contract Documents shall be deemed to be included in and shall form a part of this Agreement, although not mentioned herein, and no additional payment shall be made to the Contractor for same.

Article 3

TIME OF COMMENCEMENT AND COMPLETION

3.1 The Contractor shall commence the Work promptly upon receipt of a written Notice to Proceed from Owner and shall complete the same as soon as good practice and due diligence will permit, but in no event later than calendar days from the date stated in the Notice to Proceed (such period of time being hereinafter referred to as the "Contract Time"), time being of the essence in this Agreement.

3.2 In the event that the progress of the Work is not maintained on schedule by the Contractor in accordance with the Schedule of Work approved by Owner or in the event the Work is not completed within the time above specified, Owner may take the actions and enforce the rights granted to it by the General Conditions Articles 8.3.2 and 14 of the General Conditions.

3.3 If the Project is not substantially complete on the date set forth in the Contract Documents, Contractor agrees that, because of the nature of the improvements, the inability of the parties to precisely calculate actual damages for delay and the impossibility of determining these damages, the Contractor (and its surety, if any) shall be liable for and shall pay to the Owner, the sums hereinafter stipulated as fixed, agreed and liquidated damages for each calendar day of delay until the Work is substantially completed: Two Dollars ($2.00) per One Thousand Dollars ($1,000.00) of the final Contract Sum.

3.4 If the punch list items, as defined in General Conditions Article 9 are not completed within the time provided in said 9.3.1, Contractor agrees that, because of the nature of the improvements, the inability of the parties to precisely calculate actual damages for delay and the impossibility of determining these damages, the Contractor (and its surety, if any) shall be liable for and shall pay to the Owner, the sums hereinafter stipulated as fixed, agreed and liquidated damages for each calendar day of delay until all such items are completed: Two Dollars ($2.00) per One Thousand Dollars ($1,000.00) of the final Contract Sum.

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If Contractor does not submit As Built plans as required by Article 9.3.2 of the General Conditions within fifteen (15) days of completion of the Work, exclusive of completion of any punch list items (GC Turnover), Contractor agrees that, because of the nature of the improvements, the inability of the parties to precisely calculate actual damages for delay and the impossibility of determining these damages, the Contractor (and its surety, if any) shall be liable for and shall pay to the Owner, the sums hereinafter stipulated as fixed, agreed and liquidated damages for each calendar day of delay until all such items are completed: One Hundred Dollars ($100)..

3.5 The amounts set forth in Articles 3.3 and 3.4 above shall in no event be considered a penalty, being intended to cover losses that may be incurred by the Owner. Contractor shall promptly pay such liquidated damages to Owner; further, Owner shall have the right, in its sole discretion, to sums to which Owner would be entitled under the provisions of Articles 3.3 and 3.4 above, from any monies which otherwise would be due and payable under the Contract Documents to Contractor. Contractor specifically grants to Owner a right of setoff for liquidated damages for any monies due to Contractor under the terms of the Contract Documents or under the terms of any other contract between Owner and Contractor.

Article 4

CONTRACT SUM

4.1 Provided that the Contractor shall strictly and completely perform all of its obligations under the Contract Documents and subject only to additions and deductions by Revision Order as provided in the General Conditions; Owner shall pay to Contractor, at the times and in the installments hereinafter specified, the sum of ($ ) (such sum being hereinafter called the "Contract Sum"), to cover Contractor's profit, general overhead, and all costs and expenses of any nature whatsoever incurred by the Contractor in connection with the performance of the Work.

4.2 Payments will be made as provided hereafter with ten percent (10%) retainage being held from each payment, which retainage may include an amount to insure payment of Contractor's Federal and State withholding tax obligations. The retainage will be released within thirty (30) days after acceptance of the Work by Owner and submission to Owner of all forms and plans required by the Contract Documents.

4.3 Also included with the Contract Sum is an amount of One Thousand Dollars ($1,000.00) in consideration for those provisions contained in the contract documents which provide for indemnity, hold harmless and/or guarantee to Owner, the Architect, and affiliated companies of each, as well as the officers, agents, and employees of each, whereby any such person is granted indemnification from liability for damages to persons or property caused in whole or in part by an act, omission, or default of the Contractor or Contractor's subcontractors, material suppliers, or employees arising from the Contract or its performance. The said consideration for such indemnification is paid to the Contractor by Owner on behalf of Owner, the Architect, related and affiliated companies of each of the foregoing, and the officers, agents, and employees of each of the foregoing, and is allocated to and shall be deemed to have been paid out of the first installments of the Contract Sum payable hereunder. The liability of Contractor under the provisions providing for indemnity, hold harmless, and guarantee shall be two times the Contract Sum.

4.4 Additional Work, unit prices: Any additions or deletions from the Contract Sum shall be calculated on the cost of the Work plus the appropriate percentages as outlined in Article 4.5 of the Contract for Construction; such sums shall not exceed the following maximum guaranteed maximum prices, and shall be good for the duration of the project:

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Trade Level Unit Price Carpenters Journeyman $

Laborer $

Apprentice $

Painters Journeyman $

Laborer $

Apprentice $

Plumbers Journeyman $

Laborer $

Apprentice $

HVAC Mechanics Journeyman $

Laborer $

Apprentice $

Electricians Journeyman $

Laborer $

Apprentice $

4.5 Additional Work: The Contractor agrees that a single percentage for the overhead and profit of items not defined by unit prices, shall be applied on additional and/or extra work required to be performed by:

4.5.A Contractor's own forces - 10%;

4.5.B Contractor's subcontractors - 10% for overhead and profit;

4.5.C General Contractor - 10% for overhead and profit.

4.6 Omitted Work: The Contractor agrees that a single percentage for its overhead and profit of items not defined by unit prices, shall be applied on omitted work originally required to be performed by:

4.6.A Contractor's own forces - 0%;

4.6.B Contractor's subcontractors - 0%.

This figure includes both Contractor's and subcontractor's overhead and profit.

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4.7 Owner, at its sole option, may pay any amounts owing to Contractor under this Agreement by means of joint checks drawn jointly in favor of Contractor and any person furnishing any labor, materials, equipment, tools, machinery, supplies, or transportation in connection with the Work. Any amounts so paid shall be deducted from any amounts owing to Contractor under this Agreement.

4.8 The acceptance by Contractor of any payment shall operate as, and shall be, a release of Owner from all claim and liability to Contractor for anything done, or furnished for, or relating to, the Work, or for any act or neglect of Owner relating to or affecting the work hereunder through the date of acceptance of said payment.

4.9 Owner shall have the right to withhold an amount equal to two (2) times the estimated cost of all incomplete or defective Work or disputed claims until such time as the incomplete or defective work is corrected and accepted by Owner or the claims are resolved to the Owner's satisfaction.

4.10 No payment by Owner shall be construed as performance by Contractor of this Agreement, either in whole or in part, nor shall it be construed as an approval or acceptance of defective Work or Work failing to comply with this Agreement, or of any items in any requisition made or bill rendered; further, no payment by Owner shall constitute a waiver of any of Owner's rights under the terms of any applicable guarantees or with respect to unsettled liens.

4.11 The Contract Sum may be increased only by written change order signed by both parties hereto with the same formality as the signatures below. The Contract Sum is intended to include all increases in cost, foreseen or unforeseen, including, without limiting the generality of the foregoing, taxes, labor, materials, and transportation costs, all of which are the sole responsibility of the Contractor.

Article 5

APPLICATIONS FOR PAYMENT

5.1 At the times required below, the Contractor shall deliver to Owner the Contractor's "Application for Payment" on Owner's standard forms, fully completed, signed by the Contractor and notarized, showing in detail all monies payable to the Contractor, less ten percent (10%) retainage, and providing the other information, lien waivers, and indemnification required therein.

5.2 Depending on the length of the Contract Time, Applications for Payment shall be submitted as follows:

5.2.A If the Contract Time is less than thirty (30) days, the Contractor shall submit only one Application for Payment, which shall be Contractor's "Final Application for Payment," said Application to be made upon substantial completion.

5.2.B If the Contract Time is greater than thirty (30) days but less than sixty (60) days, Contractor shall submit two (2) Applications for Payment, the first at completion of fifty percent (50%) of the Work and the Final Application for Payment upon substantial completion.

5.2.C If the Contract Time is greater than sixty (60) days, then the Contractor shall submit Applications for Payment on or before the twentieth (20th) day of each calendar month.

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5.3 In no event shall Contractor submit for payment later than forty five (45) days after completion of the Work, exclusive of completion of any punch list items (“GC Turnover”). If the Contractor does not submit for payment within forty five (45) days after completion of the Work, Contractor agrees that, because of the nature of the improvements, the inability of the parties to precisely calculate actual damages for delay and the impossibility of determining these damages, the Contractor (and its surety, if any) shall be liable for and shall pay to the Owner, the sums hereinafter stipulated as fixed, agreed and liquidated damages for each calendar day of delay until the Work is substantially completed: One Hundred Dollars ($100) for each day the Contractor fails to submit for payment within the time required by this Article 5.3. The amounts set forth in this Article 5.3 shall in no event be considered a penalty, being intended to cover losses that may be incurred by the Owner. Contractor shall promptly pay such liquidated damages to Owner; further, Owner shall have the right, in its sole discretion, to sums to which Owner would be entitled under the provisions of Article 5.3, from any monies which otherwise would be due and payable under the Contract Documents to Contractor. Contractor specifically grants to Owner a right of setoff for liquidated damages for any monies due to Contractor under the terms of the Contract Documents or under the terms of any other contract between Owner and Contractor..

Article 6

PAYMENT

6.1 Based upon the Contractor's Application for Payment pursuant to Article 9 of the General Conditions, Owner shall make progress payments to the Contractor on account of the Contract Sum, less ten percent (10%) retainage, except for the final application to which paragraph 6.2 shall apply.

6.2 Final payment, constituting the entire unpaid balance of the Contract Sum shall be paid by Owner to the Contractor within thirty (30) days after acceptance of the completed Work by the Owner and submission to Owner of all forms and plans required by the Contract Documents including Article 9.3.2 of the General Conditions. "Completed Work" as used herein shall mean completion of all Work including those items on the punch list referred to in Article 9.3.1 of the General Conditions.

6.3 Contract Sum Breakdown: For the purpose of progress payment, a schedule of values must be submitted to the Owner within ten (10) days of receipt of contract and approved by Owner, to include cost of materials, freight, and installation. The Contractor will attach a copy of the Panera, LLC Bid Form to this Contract and agrees that the amounts stipulated in the attached Panera, LLC Bid Form are controlling even though there may be differences in the amounts stated in their portion of the Contract Documents. 6.4 Owner, at its sole option, may pay any amounts owed to Contractor by means of a direct payment to any person furnishing any labor, materials, or equipment in connection with the Work. Any amounts so paid shall be deducted from any amounts owed to the Contractor under this Contract. All Applications for Payment must be accompanied by a Sworn Statement for Contractor and Subcontractor To Owner, and a completed W-9 and New Supplier Request form for each person listed on the Sworn Statement. The Sworn Statement, W-9 and New Supplier Request form must be on the form provided by Owner, and must be duly signed and notarized. The Sworn Statement shall identify each person that furnished labor, materials, or equipment included in the Application for Payment. Owner shall have no obligation to make payment until all other requirements under the Contract have also been satisfied, including, without limitation, receipt of lien waivers from the persons listed on the Sworn Statement.

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Article 7

CONTRACTOR'S REPRESENTATIONS, WARRANTIES, AND COVENANTS

7.1 The Contractor hereby represents and warrants that:

7.1.A Contractor is duly licensed to observe and perform the terms, covenants, conditions, and other provisions on its part to be observed or performed hereunder; and

7.1.B Contractor is experienced and skilled in the construction and Work of the type described in or required by the Contract Documents; and

7.1.C All equipment and materials used in connection with the Work shall be new (except if otherwise required by the Specifications) and the equipment, materials, and the Work shall be of the best quality, free from faults and defects and shall conform with the Plans and Specifications; and

7.1.D Contractor has, by careful examination, satisfied itself as to:

7.1.D.1 The nature, location, and character of the Job Site, including, without limiting the same, the surface conditions of the land and all structures and obstructions thereon, both natural and man-made, surface water conditions of the Job Site and the surrounding area and, to the extent pertinent to the Work, all other subsurface conditions;

7.1.D.2 The nature, location, and character of the general area in which the Job Site is located including, without limitation, its climatic conditions, the availability and cost of labor and the availability and cost of materials, tools, and equipment;

7.1.D.3 The quality and quantity of all materials, supplies, tools, equipment, labor, and professional services necessary to complete the Work in the manner required by the Contract Documents; and

7.1.D.4 All other matters of things which, in the reasonable judgment of the Contractor, could in any matter affect the performance of the Work.

7.2 The Contractor accepts the relationship of trust and confidence established between it and Owner by this Agreement. It covenants with Owner to furnish its best skill and judgment and to cooperate with Owner in furthering the interests of Owner. It agrees to furnish efficient business administration and superintendence and to use its best efforts to furnish at all time and adequate supply of workmen, equipment, tools, and materials, and to perform the Work in the best and most sound way and in the most expeditious and economical manner consistent with the best interests of Owner.

7.3 The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely responsible for all construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work under the Contract Documents.

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7.4 The Contractor shall be responsible to the Owner for the acts and omissions of the Contractor's employees and all his subcontractors and their agents and employees and other persons performing any of the Work under a contract with the Contractor.

7.5 Neither observations nor inspections, tests, or approvals by persons other than the Owner shall relieve the Contractor from his obligations to perform the Work in accordance with the Contract Documents.

7.6 The Contractor shall, at all times, enforce strict discipline and good order among his employees, and shall not employ on the Work any unfit person or anyone not skilled in the work assigned to him.

7.7 The Contractor shall protect the Owner's property from injury or loss arising in connection with these Contract Documents. He shall make good any such damage, injury, or loss, except that which may be directly due to errors in the Contract Documents, or caused by agents or employees of the Owner. He shall adequately protect adjacent property, as provided by the law, and shall provide guard fences, lights, and other facilities for the protection required by public authority or local conditions.

7.8 Until acceptance of the Work by the Owner, it shall be under the charge and care of the Contractor, and he shall take every reasonable precaution against injury or damage to the Work.

7.9 The Contractor shall employ a competent dedicated superintendent and necessary assistants who shall be in attendance at the Job Site during the progress of the Work. The superintendent shall be satisfactory to the Owner and shall not be changed except with the consent of the Owner, unless the superintendent ceases to be employed by the Contractor. Owner shall have the right, at any time and in its sole discretion, to require the Contractor to remove a superintendent or assistant from the project. The superintendent shall represent the Contractor, and all communications given to the superintendent shall be as binding as if given to the Contractor.

Article 8

INTERPRETATION OF THE CONTRACT DOCUMENTS

8.1 The Contract Documents shall be construed and interpreted in accordance with the laws of the State of the location of the Job Site, and shall constitute the sole understanding of the parties hereto notwithstanding any prior oral or written statements, instructions, agreements, representations, or other communications.

8.2 Any changes made to this Agreement or to the Contract Documents must be agreed to in writing by both parties.

Article 9

GUARANTEE

9.1 The Contractor hereby guarantees and warrants to the Owner that all items furnished and installed under this Contract are free from defects in material and workmanship for a period of one (1) year, unless otherwise noted elsewhere within the Contract Documents, from the date of the Final Acceptance of the Work by the Owner. The Contractor shall repair or replace any materials

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Café # _________ GC _____ CPM ____ Revised 10.05.10

10

developing such defects, together with any adjacent structures or facilities displaced or damaged by so doing, or that may have been damaged as a result of such defects, upon notification by Owner. All such repairs and/or replacements shall be performed in accordance with the Contract Documents at no cost to the Owner. In the event that the Owner requests the Contractor to perform such guarantee Work as herein provided and Contractor does not commence to perform within ten (10) days after such request, Owner may, at its option, cause such corrective Work to be done by others and charge the Contractor with the reasonable cost thereof.

Article 10

OTHER PROVISIONS

10.1 All Change Orders to the Contract Documents, including the Drawings and Specifications must be approved, in writing, by the Owner's Project Manager.

10.2 The Owner has submitted building plans to necessary governmental agencies for review and approvals. Contractor shall assist Owner to cause building permits to be issued in Contractor's name.

10.3 In the event this Contract for Construction involves remodeling or expanding an existing facility, Contractor agrees it shall be responsible for recording a Notice of Commencement in the Public Records of the County in which the project is located in those states that require the same. The Contractor shall prepare and forward to Owner for signature the completed Notice of Commencement, together with any attachments required by law. In the event the Contractor fails to properly and/or timely record the Notice of Commencement, Contractor shall indemnify and hold harmless Owner, its parent company, its subsidiary, related and affiliated companies, and its officers, agents, and employees, from and against any and all claims, damages, losses, and expenses whatsoever, including attorney's fees at all trial and appellate levels and all arbitration and mediation proceedings arising directly or indirectly out of or resulting from the Contractor's failure to fully perform its obligations herein.

10.4 Contractor does ( ) / does not ( ) qualify as a minority contractor under Federal Law.

10.5 In the event the Owner is leasing the real property or space where the Work is to be performed, any provisions of the Owner's lease pertaining to or controlling the Work shall be included in the Specifications (Division 0), labeled "Lease Provisions," and incorporated herein by reference. Contractor shall be responsible to abide by all obligations of Tenant or Lessee (as the case may be) contained in the Lease Provisions which pertain to or control the Work.

10.6 Two (2) prints of the construction schedule on a form provided by Contractor are to be provided along with the execution of the Contract for Construction by the Contractor. A Certificate of Insurance is also to be provided with the Contract, in such types and amounts as reasonably required by Owner.

10.7 Any legal notices to Owner shall be sent to the address on page one of this Contract: ATTN: Construction Department.

10.8 The Contractor agrees that he will not, without the prior written approval of the Owner, (a) publicize the fact that the Owner has entered into this Agreement, or (b) disclose, confirm, or deny any details of this Agreement. The Contractor agrees that he will not use the Owner's name in

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Café # _________ GC _____ CPM ____ Revised 10.05.10

11

connection with the Contractor's publicity with respect to the Project without the prior review and written approval in each instance by the Owner. The Contractor shall also insert the terms of this provision in all contracts and/or agreements executed in connection with the services to be performed under this Agreement and shall pass such provision to his subcontractors under such contracts and/or agreements.

10.9 Notwithstanding the fact that this Agreement is executed as of the date set forth above, the parties recognize that a portion of the Work may have been performed prior to such date, all of which Work shall be governed by the terms and conditions of the Contract Documents and shall be deemed to be a pert of the Work. Contractor shall not be entitled to any compensation for such prior activities and services except as expressly provided herein. Without limiting the foregoing, all of Contractor's liabilities and obligations to Owner hereunder shall apply to all work and services provided by Contractor for the Project prior hereto, notwithstanding the fact that such work or services may have been performed prior to the date hereof pursuant to prior negotiations, representations, agreements, understandings, or otherwise.

10.10 Each party hereto acknowledges that (a) each party hereto is of equal bargaining strength, (b) each such party has actively participated in the drafting preparation and negotiation of this Agreement, (c) each such party has had the opportunity to consult with such party's attorneys and advisors relative to entering into this Agreement, and (d) any rule of construction to the effect that ambiguities are to be resolved against the drafting party shall not apply in the interpretation in this Agreement, any portion hereof, any amendments hereto, or any exhibits attached hereto.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement. Owner PANERA, LLC By: Title: Date: Contractor By: Title: Date: If Corporation, must be signed by President or Vice President and Corporate Seal affixed. If Partnership, must be signed by General Partner. If Proprietorship, must be signed by owner.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TABLE OF CONTENTS Page 1 of 2

SCHEDULE OF DRAWINGS GENERAL G-CS COVER SHEET G-ADA ACCESSIBILITY GUIDELINES G-LS LIFE SAFETY DIAGRAM G-SL SYMBOL, LEGEND & ABBREVIATIONS CIVIL C0.0 COVER SHEET C1.0 GENERAL NOTES C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 EROSION CONTROL PLAN - PHASE 1 C4.1 EROSION CONTROL PLAN - PHASE 2 C4.2 EROSION CONTROL PLAN - PHASE 3 C4.3 EROSION CONTROL NOTES C4.4 EROSION CONTROL NOTES C4.5 EROSION CONTROL DETAILS C4.6 EROSION CONTROL DETAILS C5.0 UTILITY PLAN C6.0 DETAILS C6.1 DETAILS C6.2 DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE NOTES AND DETAILS

SITE PHOTOMETRIC PLANS BUILDING ELEVATIONS

ARCHITECTURAL A-0.10 SITE PLAN - FOR REFERENCE ONLY A-0.11 ROOF PLAN A-0.21 SHELL FLOOR PLAN A-0.41 DRIVE THRU DETAILS A-0.42 DRIVE THRU DETAILS A-0.43 DRIVE THRU DETAILS A-0.45 TRASH ENCLOSURE DETAILS A-0.50 BUILDING SECTIONS A-0.51 WALL SECTIONS A-0.52 WALL SECTIONS A-0.53 WALL SECTIONS A-0.60 ENLARGED DETAILS A-0.61 ENLARGED DETAILS/ROOF DETAILS A-2.0 FLOOR PLAN - DIMENSIONS A-2.1 FLOOR PLAN - KEYED NOTES A-2.2 FLOOR FINISH PLAN A-2.3 WALL FINISH PLAN A-3.1 REFLECTED CEILING PLAN A-3.2 LIGHTING SCHEDULE, CEILING DETAILS A-3.3 LIGHT AIMING DIAGRAMS A-4.1 ENLARGED RESTROOM PLAN A-4.2 INTERIOR ELEVATIONS - FRONT OF HOUSE A-4.3 INTERIOR ELEVATIONS - BACK OF HOUSE A-4.4A MILLWORK SECTIONS & DETAILS A-4.4B DETAILS/SECTIONS

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TABLE OF CONTENTS Page 2 of 2

A-4.5 DETAILS/SECTIONS A-4.6 FLOOR & CEILING DETAILS A-4.7 PARTITIONS A-4.8 DOOR SCHEDULE & DOOR TYPES A-4.9 FINISH SCHEDULE AND NOTES A-5.1 EXTERIOR ELEVATIONS A-5.2 EXTERIOR ELEVATIONS SIGNAGE SG-2.1 FLOOR PLAN - SIGNAGE SG-4.1 SIGNAGE SCHEDULE & DETAILS EQUIPMENT - (ALL EQ SHEETS FOR REFERENCE ONLY) EQ-2.1 EQUIPMENT PLAN - NEW CONSTRUCTION EQ-4.1 EQUIPMENT SCHEDULE & NOTES EQ-4.2 FURNITURE AND CASEWORK SCHEDULE STRUCTURAL S0 STRUCTURAL NOTES S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 FOUNDATION DETAILS S4 TYPICAL FRAMING DETAILS S5.1 FRONT WALL SECTIONS S5.2 SIDE WALL SECTIONS S5.3 REAR WALL SECTIONS S5.4 SIDE WALL SECTIONS MECHANICAL M-2.1 MECHANICAL PLAN AND NOTES M-2.2 MECHANICAL LEGEND AND SCHEDULES M-3.1 VENTILATION DETAILS AND SCHEDULES M-3.2 VENTILATION DETAILS AND SCHEDULES M-3.3 VENTILATION DETAILS AND SCHEDULES M-4.1 MECHANICAL DETAILS AND SPECS PLUMBING P-2.1 SANITARY ROUGH-IN PLAN P-2.2 DOMESTIC WATER ROUGH-IN PLAN P-2.3 SANITARY ROUGH-IN PLAN P-2.4 DOMESTIC WATER PLUMBING PLAN P-2.5 NATURAL GAS PLUMBING PLAN P-3.1 SANITARY ISOMETRIC DIAGRAM P-4.1 PLUMBING DETAILS AND SPECS ELECTRICAL E-2.1 ELECTRICAL ROUGH IN PLAN E-2.2 ELECTRICAL POWER PLAN E-3.1 ELECTRICAL LIGHTING PLAN E-4.1 SPECIAL SYSTEMS PLAN E-4.3 POS DIAGRAM AND NOTES E-5.1 PANEL SCHEDULE AND ONE LINE DIAGRAM E-5.2 ELECTRICAL SPEC, NOTES, AND DETAILS ES-1 ELECTRICAL SITE PLAN ES-2 ENLARGED ELECTRICAL SITE PLAN ES-3 DRIVE THRU ELEVATIONS

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Item supplier Company Name Item Contact Phone Alternate Phone Email Alternate Contact Phone Alternate Phone Email

Amphion Detex Paig Parish 800-520-2677 909-967-9282 (cell) [email protected]

Arc Com Upholstery Aften Zurliene 314-365-2257 [email protected] Customer Service 845-365-1100

Boston Retail Wall Protection Alan Farha (317) 882-0046 [email protected]

City Lighting Lighting Fixtures Don Schweitzer 314-566-5312 800-888-2572 [email protected] Mike Canty (314) 534-1090 (314) 581-0079 [email protected]

CPI Electrical Control Panel Becky Barham 704-364-9029 x228 [email protected] Tony Thornton 704-608-8828 [email protected]

Creative Materials Corporation Tile Jessica Sheldon 800-207-2967 518-713-5368 [email protected] Scott Bocketti 800-207-2967 518-452-9153 (fax) [email protected]

Crossville Inc Tile Dennis Hopkins 704-576-4953 [email protected]

Dal Tile Tile Nat'l Account Support 877-556-5728

Duro-Last Roofing Inc Roofing Membrane Belynda (Lindy) Beuthin 800-248-0280 x1071 [email protected]

Hill Phoenix Electrical Control Panel Paul Brown 678-699-0129 [email protected]

Hilson Inc. Window Treatments / Blinds Marsha Jones 314-773-8883 314-773-1404 (fax) [email protected]

Lennox Industries HVAC Dave Ebner 612-860-5933 [email protected] Zach Bonner 800-367-6295 [email protected]

MBG Inc Tile Marvin B. Goldberg 508-358-0745 508-358-0764 (fax) [email protected]

MDC Wallcoverings Wall Treatments Cathy Bugarewicz 800-621-4006 x8384 847-437-4017 (fax) [email protected]

Smartstep Flooring Solutions Carpeting Bruce Beans 508-528-0886 (Office) 774-571-7454 (Cell) [email protected] 508-528-0976 (fax)

Standard Electric Supply Co. Lighting Fixtures [email protected] Ryan Hunt 860-558-2924 [email protected]

Trane HVAC Marty Cusick 502-558-4879 [email protected]

Trans Ceramica Tile Noreen Schertler 312-342-4689 847-375-2003 [email protected] Maria Connor 312-506-2855 [email protected]

Victorian Sales Fireplace Laurie Cook (636) 343-4747 [email protected]

Water Heater Distributors Water Treatment Jeff Gerstal 412-471-6984

Anchor Sign Outdoor Signs Cade Thompson 800-213-3331 843-576-3250 [email protected] Emily Thacher 843-576-3203 [email protected]

Arlon Awning Material Kevin Rourke (973) 727-6595 [email protected]

Atlas Sign Outdoor Signs Lea Oiom 800-882-1018 [email protected] Kevin McDonald 604-805-4477 [email protected]

Awning & Sign Contractors Outdoor Awnings Tom Armstrong (888) 665-1521 (317) 409-9440 [email protected] Joe Stempien 888-665-1521 260-243-6751 [email protected]

Barlow Tyrie Teak Benches Charles Hessler 800-451-7467 856-273-9199 (fax) Robin Enoch 856-273-7878

Captive Aire Hoods Mark Profet 800-988-0881 301-986-1795 (fax) reg32@captiveairecom Allen Perkins (301) 703-2752 [email protected]

Coca-Cola Soda System (Paradise Only) James Cain 636-294-1208 [email protected]

Corporate Sign Exterior Signage / Awnings Dan Leoni 480-488-9369 602-743-8235 [email protected]

Concept Services Equipment Seth Mierl 512-343-3100 x137 512-343-3176 (fax) [email protected] Suzanne Mielcarek (512) 343-3100 [email protected]

Consolidated Fire Protection Fire Alarm monitoring Howard Hsu 866-556-4501 562-619-9660 [email protected]

Designtex Wallcovering Wendy Convery 720-284-6005 [email protected]

DMX Music Lindsay Mijares 512-583-8606 [email protected] Stephanie Westling 206-715-1343 206-802-7559 [email protected]

Eco-Lab Dishwashers Don Karl 913-522-1253 314-800-0152 [email protected] Cathy Stanfill 314-800-0152 314-821-9963 (fax) [email protected]

Edward Don Smallware Yuliana Lopez 708-883-8405 [email protected] Mariellen Norris 708-883-8884 [email protected]

Elge Plumbing & Heating Co Water Treatment Dave Ianuzzi 617-782-4300 617-719-7265 (cell) [email protected] Kerry Mason 617-782-4300 [email protected]

Suppliers that are highlighted are intended for use in Paradise café's only

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EMI Casework / Fixtures Bill Ford 978-810-1166 [email protected] Tim Chick 813-626-3166 x250 207-251-8685 [email protected]

Emuamericas, LLC Outdoor Furniture Kristina Pusateri 800-726-0368 x111 800-970-7708 [email protected] Katarina Robinson [email protected]

Envysion CCTV / Security cameras Jeremy Lee 303-381-4798 720-245-7819 [email protected] Christie Acker 720-459-4002 404-401-8073 [email protected]

Franke Espresso Machine Marc Hubble 615-768-1344 [email protected] Donna Schafer 615-462-4159 [email protected]

Furniture Design Studio Indoor / Outdoor Furniture Craig Monaco 516-364-6479 516-802-0887 [email protected]

HM Electronics Inc. Drive Thru Equipment Pat Kelly 317-257-3523 [email protected]

Hobart / Baxter Baking Equipment Bill Labrash 260-414-1227 [email protected] Lisa Jones 866-390-3663 [email protected]

Hoshizaki Ice Machines Kelly Marincik 817-832-7342 [email protected] Sarah Winner (314) 442-6405 [email protected]

Imperial Manufacturing Walkin Refrigeration Brian Baxter 800-238-4093 503-789-5216 [email protected]

Ivey Performance Marketing Framed Art & Graphics Haley Polis 503-353-6572 [email protected] Tim Hawkins 503-353-6570 360-901-5782 [email protected]

Kolpak Walkin Refrigeration Scott Rogers (731) 847-5391 (731) 733-0576 [email protected]

Lancer Soda Dispensers (Coca Cola Only) Mary Agostini-Price 314-750-5202 314-579-9277 [email protected]

Leiden Cabinet Co Casework/Fixtures Mike Hopp 330-701-2562 [email protected] Mark Whittaker 330-425-8555 [email protected]

LRS Pager Systems Jim Livingston (800) 437-4996 [email protected] Cindy Rojas (800) 437-4996 ext 4155 [email protected]

Mandeville Signs, Inc. Outdoor Signs Jim Mandeville 401-334-9100 x22 401-334-7799 (fax) [email protected] Linda Draegger 401-334-9100 x16 401-334-7799 (fax)

Melink HVAC Diego Lopez 513-965-7012 [email protected] Sam Rayburn 513-846-0566 [email protected]

Metropolitan Quarry Tile Tile Dianne Young 877-358-1970 [email protected]

Paramount Millwork Casework/Fixture Tom Randall 401-247-5268 [email protected]

Pattison Sign Signage / Awnings Thad Epps (866) 218-1976 x131 865-292-5614 [email protected]

MWM CorporationEquipment / Casework / Fixtures / Booths - Paradise Phoenix Mary Jones 602-278-000 [email protected]

Norlake Walkin Refrigeration Scott Carter (866) 960-5253 [email protected] Scott Ball 210-241-7935 [email protected]

NuCo2 Inc. Co2 John Templin 318-272-5630 [email protected] Stephanie Albanese 800-472-2855 x3312 [email protected]

Old Wood Company Furniture Darren Green 866-967-9663 [email protected] Ari Schantz 866-967-9663 [email protected]

Panera POS Team POS / Data & Phone System Panera FTA Group 314-984-2447 [email protected] [email protected]

Paramount Restaurant Supply Equipment & Millwork Seth Schalow 401-247-5270 [email protected]

Pepsi-Cola Company Soda System Vicki Gundlach 312-821-1547 312-821-1400 (fax) [email protected] Michael Drew 312-821-3244 708-259-6171 [email protected]

Rainier Framed Art & Graphics Tina Gregory (425) 981-1280 [email protected] Bruce Dickinson 425-981-1207 [email protected]

Revent Inc Baking Equipment Maureen Nagel (732) 777-9433 ext 117 [email protected] Tom Parker (732) 777-9433 [email protected]

SCA Tissue North America Paper Products/Dispensers Bryan Young 303-470-8394 720-272-8037 [email protected] Dan Schibig 314-645-0676 866-722-6659 X1826 [email protected]

Stafford Smith Equipment Tom Ziolkowski (517) 244-8000 x3406 (517) 749-0976 [email protected] Frank Laurich (517) 244-8000 ext 3417 [email protected]

Strategic Equipment & Supplies Equipment Christie Boles 865-545-5288 [email protected] Julie Tackett 865-545-5287 [email protected]

Troco Custom Metal Fabricator Andre Tourette 314-781-6060 314-852-8332 [email protected] Tim Trotter 314-781-6060 314-368-2448 [email protected]

TUUCI Umbrellas Daniele Piccione 301-537-3360 x312 917-545-9118 [email protected] Ward Usmar 305-634-5116 x225 [email protected]

TX Digital Order Confirmation Screen Tom Sanchez (979) 466-0170 [email protected] Jan Malinovsky (979) 446-0184 [email protected]

United Atlantic Systems (UAS) Alarm System Scott Elkins 800-421-6661 610-328-2000(fax) [email protected] Cindy Harkins 800-421-6661 x509 [email protected]

USG Interiors, Inc Ceiling Tile Chris Skelton 312-436-5787 [email protected]

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Walton Sign Signage / Awnings [email protected] Jeanette Majek-Day (210) 933-1421 [email protected]

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

INSTRUCTION TO BIDDERS 00100 .1

SECTION 00100 INSTRUCTION TO BIDDERS ARTICLE 1 - DEFINITIONS 1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding

Requirements consist of the In 1.2 vitation to Bid, Instructions to Bidders, Supplementary Instructions to Bidders (if any), the Bid Form, and

other sample bidding and contract forms. The proposed Contract Documents consist of the Au Bon Pain Company, Inc. Contract for Construction, Conditions of the Contract for Construction (General, Supplementary and other Conditions), Drawings, Specifications and all Addenda issued prior to the execution of the Contract for Construction.

1.2 Definitions set forth in the General Conditions of the Contract for Construction or in other Contract

Documents are applicable to the Bidding Documents. 1.3 Addenda are written or graphic instruments issued by the Architect or owner, which modify or interpret the

Bidding Documents by additions, deletions, clarifications or corrections. 1.4 A Bid is a complete and properly signed proposal to do the work for the sums stipulated therein, submitted in

accordance with the Bidding Documents. 1.5 The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the

Bidding Documents as the base bid, to which Work may be added or from which Work maybe deleted for sums stated in the Bidding Documents.

1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of

the Base Bid if the corresponding change in the Work as described in the Bidding Documents. 1.7 A Bidder is a person or entity who submits a Bid. ARTICLE 2 - BIDDER'S REPRESENTATIONS 2.1 The Bidder by making a Bid represents that:

2.1.1 The Bidder has read and understands the Bidding Documents and the Bid is made in accordance herewith.

2.1.2 The Bidder has visited the site, become familiar with local conditions under which the Work is to be

performed and has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents.

2.1.3 The Bidder is familiar with all federal, state and local laws and regulations that may affect cost,

progress, performance or furnishing of the Work; likewise, the Bidder is familiar with all landlord requirements that may affect cost, progress, performance or furnishing the Work.

2.1.4 The Base Bid is based upon the materials, equipment and systems required by the Bidding Documents.

Contractors are encouraged to make lower cost suggestions in the form of alternates to the bid. See the Rules on Bidding Alternates and Value Engineering section within the Invitation to Bid document included within the bid package for additional information.

ARTICLE 3 - BIDDING DOCUMENTS 3.1 Copies.

3.1.1 Bidders will receive complete sets of Bidding Documents from the Architect.

3.1.2 Bidders shall use complete sets of Bidding Documents in preparing Bids; the Owner does not assume the responsibility for errors or misinterpretations resulting from the use of an incomplete set of Bidding Documents.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

INSTRUCTION TO BIDDERS 00100 .2

3.1.3 In making copies of the Bidding Documents available on the above terms, the Owner does so only for the purpose of obtaining Bids on the Work and do not confer a license or grant permission for any other use of the Bidding Documents.

3.2 Interpretations or Correction of Bidding Documents.

3.2.1 The Bidder shall carefully study the Bidding Documents, and shall at once report to the Architect any and all errors, inconsistencies or ambiguities discovered.

3.2.2 Bidders requiring clarification or interpretation of the Bidding Documents shall contact the Architect

or the owner’s representative prior to the date of receipt of Bids. This request shall be provided in writing to the Architect.

3.2.3 Interpretations of and corrections and changes to the Bidding Documents will be made by

Addendum or through written clarification by architect or Owner’s project manager. Interpretations of and corrections and changes to the Bidding Documents made in any other manner will not be binding, and Bidders shall not rely upon them.

3.2.4 Bids received with inclusions, exclusions and/or clarifications attached will be subject to

disqualification. See the Rules on Bidding Alternates and Value Engineering section within the Invitation to Bid document included within the bid package for additional information.

3.2.5 Should there be conflicts within the Contract Documents that which requires the highest degree of

performance (quality, strength, finish, completion, complexity, sophistication, cost, etc.) will be required and shall be provided at no increase in Contract Amount.

3.2.6 Before submitting a Bid, each Bidder will, at Bidder’s own expense, make or obtain any additional

information and data which pertain to the physical conditions at or contiguous to the site or otherwise which may affect cost, progress, performance, or furnishing of the Work and which bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price, and other terms and conditions of the Contract Documents.

3.2.7 (This paragraph applies to new freestanding units only) The lands upon which the Work is to be

performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor.

3.2.8 The submission of a Bid will constitute an incontrovertible representation by the Bidder that Bidder

has complied with every requirement of this Article 3, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

3.3 Substitutions

3.3.1 The Contract, if awarded, will be on the basis of materials and equipment described in the Drawings. Contractors are encouraged to make lower cost suggestions in the form of alternates to the bid. See the Rules on Bidding Alternates and Value Engineering section within the Invitation to Bid document included within the bid package for additional information.

ARTICLE 4 - BIDDING PROCEDURES 4.1 Forms and Style of Bids

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

INSTRUCTION TO BIDDERS 00100 .3

4.1.1 Bids shall be submitted on the bid form included with the Construction Documents. One original Bid shall be submitted.

4.1.2 All blanks of the Bid Form shall be filled in by typewriter or manually in ink.

4.1.3 Where so indicated by the makeup of the Bid Form, sums shall be expressed in both words and

figures, and in case of discrepancy between the two, the amount written shall govern.

4.1.4 Interlineations, alterations and erasures must be initialed by the signer of the Bid.

4.1.5 All requested Alternates shall be bid. If no change in the Base Bid is required enter "No Change".

4.1.6 Where two or more Bids for designated portions of the Work have been requested, the Bid may, state the Bidder’s refusal to accept award of less than the combination of Bids stipulated by the Bidder. The Bidder may make additional stipulations on the bid form in the form of alternates. See the Rules on Bidding Alternates and Value Engineering section within the Invitation to Bid document included within the bid package for additional information.

4.1.7 Each copy of the Bid shall include the legal name of the Bidder and a statement that the Bidder is a

sole proprietor, partnership, corporation of other legal entity. Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a Contract. Bids by corporations must be executed in the corporate name by the president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and the state of incorporation must be shown below the signature. Bid by partnerships must be executed in the partnership name and signed by as partner, whose title must appear under the signature and the official address of the partnership must be shown under signature. The Bid shall also include Bidder's Federal Tax Identification Number and whether or not the Bidder qualifies as a minority contractor under Federal Law.

4.1.8 Each signer's name must be typed or printed below the signature.

4.1.9 The Bid shall contain an acknowledgment of receipt of all Addenda, (the numbers of which must be

filled in on the Bid Form). 4.1.10 Not Used. 4.1.11 All applicable state and local taxes shall be included in the Bid Form. Where required by Owner,

Bidder shall set forth all applicable state taxes as a separate line item. 4.2 Submission of Bids

4.2.1 All copies of the Bids and other documents required to be submitted with the Bid shall be enclosed in a sealed opaque envelope. The envelope shall be addressed to the owner project manual and shall be identified with the Project Name, the Bidder's Name and Address, and if applicable, the designated portion of the Work for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation “SEALED BID ENCLOSED", on the face of thereof.

4.2.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids.

Bids received after the time and date for receipt of Bids will be rejected.

4.2.3 The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids.

4.2.4 Owner will accept hard-copy original Bid Revisions if received prior to Bid due date & time.

4.3 Modifications or Withdrawal of Bid

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4.3.1 A Bid may not be modified, withdrawn or canceled by the Bidder for sixty (60) days following the time and the date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid.

4.3.2 Prior to the time and date designated for receipt of Bids, a Bid submitted maybe modified or

withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the signature of the Bidder or by facsimile; if by facsimile, written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid.

4.3.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids,

provided that they are then fully in conformance with these Instructions to Bidders

4.3.4 Bid security, if required, shall be in an amount sufficient for the Bid as modified or resubmitted. ARTICLE 5 - CONSIDERATION OF BIDS 5.1 Rejection of Bids

5.1.1 The Owner shall have the right to reject any or all Bids, reject a Bid not accompanied by a data required by the Bidding Documents, or reject a Bid, which is in any way incomplete or irregular.

5.1.2 Owner reserves the right to reject the Bid of any Bidder if Owner believes that it would not be in the

best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the Owner. Discrepancies in the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum.

5.2 Acceptance of Bid (Award)

5.2.1 It is the intent of the Owner to award a Contract to the lowest responsible Bidder provided the Bid has been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. (Construction days are also considered a relevant factor). The Owner shall have the right to waive informalities or irregularities in a Bid received to accept the Bid, which, in the Owner’s judgment, is in the Owner’s best interests.

5.2.2 The Owner shall have the right to accept Alternates in any order or combination, unless otherwise

specifically provided in the Bidding Documents, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted.

5.2.3 Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of

any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to Owner’s satisfaction within the prescribed time.

ARTICLE 6 - POST-BID INFORMATION 6.1 Submittals

6.1.1 Upon notification of selection for the award of a Contract, the Bidder shall, before applying for his first payment, furnish to the Owner in writing:

6.1.1.1 A designation of the Work to be performed with the Bidder’s own forces;

6.1.1.2 Names of persons or entities (including those who are to furnish materials or equipment

fabricated to a special design) proposed for the principal portions of the Work.

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6.1.1.3 A construction schedule of work.

6.1.1.4 CERTIFICATE OF INSURANCE.

6.1.2 The Bidder will be required to establish to the satisfaction of the Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the Work described in the Bidding Documents.

6.1.3 Prior to the award of the Contract, the Owner will notify the Bidder if the Owner, after due

investigation, has reasonable objection to a person or entity proposed by the Bidder. If the Owner has reasonable objection to a person or entity proposed by the Bidder, the Bidder may, at the Bidder’s option, (1) withdraw the bid, or (2) submit an acceptable substitute person or entity with an adjustment in the Base Bid or Alternate Bid to cover the difference in cost occasioned by such substitution. The Owner may accept the adjusted bid price or disqualify the Bidder.

6.1.4 Persons or entities proposed by the Bidder and to whom the Owner has made no reasonable

objection must be used on the Work for which they are proposed and shall not be changed except with the written consent of the Owner.

ARTICLE 7 – INTENTIONALLY OMITTED ARTICLE 8 - FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 8.1 Form to be Used.

8.1.1 The Agreement for the Work will be written on the Owner’s form included with the Bidding Documents.

END OF SECTION

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SECTION 00700 GENERAL CONDITIONS OF THE CONTRACTOR FOR CONSTRUCTION

ARTICLE 1 - OWNER

1.1 Definitions

1 1.1 The Owner is Panera, LLC. The term "Owner" means Panera, LLC or Panera, LLC's authorized representative.

1.1.2 The Work means the construction and services required by the Contract documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations.

1.1.3 The Project is the total construction of which the Work performed under the contract, Documents may be the whole or a part and which may include construction by separate contractors.

1.1.4 The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams.

1.1.5 The Specifications are that portion of the contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the Work, and performance of related services.

1.2 Information and Services Required of Owner

1.2.1 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site.

1.2.2 Owner shall provide access to the job site to the Contractor and its work force when Owner owns or otherwise controls the job site. The Contractor, and any subcontractors and any other person performing the Work or furnishing materials to land or areas owned or controlled by Owners shall use only those rights-of-way for access and egress as are designated by Owner. Any other land or areas of materials shall be provided by the Contractor and shall not be the responsibility of the Owner.

1.3 Administration of the Contract

1.3.1 Owner will provide general administration of the Contract, including performance of the functions hereinafter described.

1.3.2 Owner will prepare Addenda or Change Orders in accordance with Article 12, and Owner will have authority to order minor changes in the Work as provided in Subparagraph 12.3.

1.3.3 Owner shall have the right to audit Contractor's records on any project where there is one (1) or more unbonded liens or other legal actions instituted against Owner, or when the reputed value of unbonded legal actions exceeds the sum of $15,000.00.

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1.4 Temporary Suspension of Work   1.4.1 Owner shall have the authority to suspend the work, wholly or in part, for such periods as

may be deemed necessary for such time as may be deemed necessary due to the failure on the part of the Contractor to perform any provisions of the Contract. Any such suspension ordered shall be given in writing by Owner to the Contractor. The Contractor shall immediately obey such orders of Owner and shall not resume the Work until ordered in writing by Owner. A temporary suspension of Work shall not be the basis of a claim for any increases in any-reimbursable costs on the Contract Sum.

1.5 Owner's Right to Carry out the Work

1.5.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform any provisions of the Contract, Owner may, after forty-eight (48) hours written notice (except in the case of emergency), to the Contractor and without prejudice to any other remedy it may have, make good such deficiencies. In such case, an appropriate Change Order shall be issued deducting from any fees, payments and/or reimbursements then or thereafter due the Contractor, the cost of correcting such deficiencies, including the cost of the Architect and additional services made necessary by such default, neglect or failure to perform. If such payment and reimbursements then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall, on demand, pay the difference to Owner

1.6 Inspections and Rejection of Non-conforming Work

1.6.1 Owner and the Architect may conduct periodic inspections of the Work. No inspection by Owner or the Architect shall relieve the Contractor from its obligations to carry on the work in accordance with the Contract Documents, nor shall Owner or the Architect by subjected to liability for failure to call any matters disclosed by such inspections to the attention of the Contractor.

1.6.2 Owner will have authority to reject Work, which does not conform to the Contract Documents.

1.7 Access to the Work

1.7.1 Owner and the Architect, and their respective authorized representatives, shall have access to the Work at all times wherever it is in preparation and progress. The contractor shall provide the necessary facilities for such access.

ARTICLE 2 - ARCHITECT

2.1 Definition

2.1.1 The Architect is the person or organization identified as such in the Contract for Construction, and is referred to throughout the Contract Documents as if singular in number and neuter in gender. The term Architect means the Architect or its authorized representative.

2.1.2 Nothing contained in the Contract Documents shall create any contractual relationship between the Architect and the Contractor.

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2.2 General

2.2.1 The Architect may make periodic visits to the Job Site to familiarize itself generally with the progress and quality of the Work and to determine in general if the Work is proceeding in accordance with the Contract Documents. No visit, inspection or other action by the Architect shall relieve the Contractor from its obligations to carry out the Work in accordance with the Contract Documents. The Architect is not obligated to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. The Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, and it will not be responsible for failure of the Contractor, any subcontractor, any of their agents or employees, or any other person performing any of the Work, to carry out the Work in accordance with the Contract Documents.

ARTICLE 3 - CONTRACT DOCUMENTS

3.1 Definitions

3.1.1 The Contract Documents as defined in Article 1.2 of the contract for Construction form the Contract. The Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral, including the bidding documents. The Contractor warrants and represents that in undertaking to do the Work required hereunder and executing the Agreement, it has not relied upon any oral inducement or representation as to the nature of the Work, job conditions or otherwise, by Owner, or any of their officers or agents. The Contract may be amended or modified only by a Change Order as defined in Subparagraph 3.1.2.

3.1.2 Change Order is a written amendment to the Contract signed by the parties hereto, and becomes part of the Contract Documents.

3 1.3 The Job Site shall mean the area in which the Work is to be performed and such other areas as may be designated by Owner or Landlord for access thereto and for the storage of the Contractor's materials and equipment

3.2 Execution, Intent and Interpretations

3.2.2 Written interpretations necessary for the proper execution or progress of the Work, in the form of Drawings, or otherwise, shall be obtained from the Owner. Such interpretations shall be consistent with and reasonably infer able from the Contract Documents.

3.2.3 Drawings show conditions as they are believed to exist, but they are not intended or inferred that the conditions as shown thereon constitute a representation by or on behalf of Owner that such conditions actually exist, nor shall Owner, the Architect, or any authorized representative of any of the foregoing be liable for any loss sustained by the Contractor as a result of any variance between the conditions revealed during the progress of the Work or otherwise, nor shall the costs of the Work for which the Contractor is entitled to reimbursement under the Agreement be increased or decreased by reason of any such variance except as otherwise provided herein.

3.2.4 Execution of the Contract by the Contractor is representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents.

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3.3 Ownership of the Contract Documents

3.3.1 All Drawings, Specifications, and other Contract Documents, and copies thereof, furnished by Owner or the Architect are and shall remain Owner's property. They are not to be used by the Contractor on any other project, and with the exception of one complete set for each party to the contract are to be returned to Owner at the completion of the Work.

3.4 No Oral Waiver

3.4.1 The provisions of the contract cannot be amended, modified, varied or waived in any respect except by a writing signed by the parties hereto in accordance with Article 3.2.1 of these General conditions. The Contractor is hereby given notice that no person has authority orally to waive, or release the Contractor from, any of the Contractor's duties or obligations under or arising out of the Contract. Any Waiver, approval or consent granted to the Contractor shall be limited to those matters specifically and expressly stated thereby to be waived, approved or consented to and shall not relieve the Contractor of the obligation to obtain any future waiver, approval or consent.

ARTICLE 4 — CONTRACTOR

4.1 Definition

4.1.1 The Contractor is the person or organization identified as such in the Contract for Construction and is referred to throughout the Contract Documents as if singular in number and neuter in gender. The term "Contractor", as used herein, shall refer to the person or organization entering into this Contract with Owner.

4.2 Review of Contract Documents

4.2.1 The Contractor shall carefully study and compare the Contract Documents and shall at once report to Architect any error, inconsistency or omission it may discover. If the Contractor, either before commencing or in the course of the Work, finds that the Work has not been sufficiently detailed or explained in the Drawings and/or Specifications and the physical conditions on the Job Site, or finds any error, conflict, omission, or discrepancy in any Drawings, Specifications or survey, or a misunderstanding arises regarding the real meaning of the Drawings or Specifications, the Contractor shall promptly notify Architect in writing of such conflict, discrepancy, error, omission or understanding. If the Contractor observes that any portion of the Drawings and/or Specifications are at variance with any applicable law, ordinance, regulation, order or decree, it shall promptly notify Owner in writing of such conflict. If the Contractor observes that any portion of the Drawings and/or Specifications are at variance with any applicable law, ordinance, regulation, order or decree, it shall promptly notify Owner in writing of such conflict. Owner, upon receipt of any such notice, shall give appropriate instructions to the Contractor, and such instructions shall be final. Until such instructions are given, any Work done by or on behalf if the Contractor, directly or indirectly, after its discovery of any such error, discrepancy, conflict, omission or misunderstanding, will be at Contractor's own risk, and contractor shall bear all costs arising there from.

4.2.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies omissions discovered shall be reported to the Owner at once.

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4.3 Supervision and Construction Procedures

4.3.1 The Contractor shall supervise and direct the Work, using its best skill and attention. The Contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures in compliance with the Contract and for coordinating all portions of the Work under the Contract.

4.3.2 The Contractor shall employ a competent supervisor (herein sometimes referred to as the

superintendent) and necessary assistants who shall be in attendance at the Job Site during the progress of the Work. The Supervisor shall be satisfactory to Owner and shall not be changed except with the consent of the Owner unless the supervisor proves to be unsatisfactory to the Contractor and ceases to be in its employ. The supervisor shall represent the Contractor and all communications given to the supervisor shall be as binding as if given to the Contractor. Communications will be confirmed on written request in each case.

4.3.3 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor.

4.3.4 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Owner or the Architect in the administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor.

4.3.5 The Contractor shall be responsible for inspection of portions of Work already performed under this Contract to determine that such portions are in proper condition to receive subsequent Work.

4.3.6 The Contractor is required herein by Paragraph 4.2 to isolate any areas of design, engineering or Contract provisions, which may preclude proper performance of a complete system with the required characteristics. The Contractor shall also be responsible for coordination with Owner on problems with any system and insuring that all systems perform property at the time of Substantial Completion and thereafter, as required by the Contract Documents.

4.3.7 The Contractor shall at all times enforce strict discipline and good order among its employees and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. If any subcontractor, superintendent. foreman, laborer or other person employed in connection with the Work by the contractor or subcontractor is observed to be failing or refusing to carry out directions given to the Contractor by Architect or shall appear to Architect to be intemperate, incompetent, troublesome or otherwise undesirable, then such person shall not again be employed in connection with the Work

4.3.8 The Contractor shall be responsible to Owner for the acts and omissions of all its employees and Subcontractors, their agents and employees and all other persons performing any of the Work, in the same manner as if they were the acts and omissions of persons directly employed by the Contractor No alcoholic beverages or illegal drugs (including marijuana) shall be permitted on the Job Site.

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4.4 Materials, Equipment and Supplies

4.4.1 The Contractor warrants to the Owner and Architect that all equipment, materials and supplies to be incorporated in the Work shall be the best quality and new unless otherwise approved by Owner in writing. All equipment, materials and supplies to be used in connection with the Work shall be in good state of repair and maintained in such state during the progress of the Work. No obsolete equipment shall be incorporated in or used in connection with any of the Work and in no case shall the maker's rated capacity for any equipment be exceeded. All Work shall be of the best quality, free from faults and defects and in conformance with the Contract Documents. All Work not so conforming to these standards may be considered defective. If required by the Owner or Architect, the Contractor shall furnish satisfactory evidence as to the kind of quality of materials, equipment and supplies  

 

4.4.2 No written or verbal approval of any Drawings, descriptive data, or samples of such materials and equipment shall relieve Contractor of its responsibility to turn over such materials and equipment to Owner in perfect working order at the completion of the Work All moving parts shall be properly lubricated by the Contractor and all motors and machinery shall be started up and tested by an authorized service agency. Any items which are not satisfactory and acceptable or which have been damaged shall be removed and replaced with proper and acceptable items or put in good working order, satisfactory to Owner, without additional cost to Owner.

4 5 Taxes

4.5.1 The Contractor shall pay all sales, consumer, use, privilege, remodel and other taxes required to be paid in connection with the Work or upon materials brought to the Job Site or used in the Work. Contractor shall also pay all Federal, State and local taxes, if any, on its payroll and shall provide evidence to owner that all withholding for Federal and State income taxes and FICA taxes have been paid to the proper authority, if such evidence is requested by Owner.

4.6 Permits, Fees and Notices

4.6.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for any permit fees required by its subcontractors, e.g. electrical, plumbing, etc.

4.6.2 The Contractor shall be responsible for making all necessary arrangements with governmental departments, public utilities, public carriers, service companies, and corporations owning or controlling roadways, railways, water, sewer, gas, electrical, telephone, and telegraph facilities such as pavements, tracks, piping, wires, cables, conduits, poles, guys, or other similar facilities, including incidental structures connected therewith that are encountered in the Work in order that such items may be properly supported, protected or relocated. The Contractor shall permit entrance of such parties onto the Job Site in order that they may perform their necessary Work and pay all charges and fees made by such parties for this Work. It is understood that the Contractor will

have no claim whatsoever against Owner for any delay caused it during the construction of the Work due to Work being done by such parties.

4.6.3 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the Work.

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4.7 Nondiscrimination Policy (Executive Order 11246)

4.7.1 During the performance of this Contract, the Contractor agrees as follows: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment upgrading, demotion, or transfer, recruitment or advertising, layoff or termination, rates or pay or other forms of compensation, and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause.

4.7.2 The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin.

4.7.3 The Contractor will send to each labor union or representative of workers with which it has a collective bargaining agreement or other Contract or understanding, a notice, advising the labor union or worker's representative of the Contractor's commitments under Section 202 of the Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous place available to employees and applicants for employment.

4.7.4 The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965 and of the rules, regulations, and relevant orders of The Secretary of Labor.

4.7.5 The Contractor will furnish all information and reports as required by Executive Order No. 11246 of September 24, 1965 and by the rules, regulations, and orders of The Secretary of Labor, or pursuant thereto, and will permit access to its books, records, and accounts by the contracting agency and The Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders.

4.7.6 In the event of the Contractor's noncompliance with the discrimination clauses of this Contract or with any such rules, regulations or orders, this Contract may be canceled, terminated or suspended in whole or in part.

4.7.7 The Contractor will include the provisions of Paragraphs 4.7.1 through 4.7.7 in every subcontract or Purchase Order unless exempted by rules, regulations or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor.

4.8 Labor Harmony

4.8.1 The end that there shall be no labor dispute which would interfere with the construction, completion or operation of the project, or any part thereof, or any part thereof, Contractor agrees to engage the services of only such subcontractors as will work in harmony and without causing any labor dispute with each other and with Contractor and contractor shall employ and shall require its subcontractors to employ such labor as will work in harmony and without causing any labor dispute with all other labor then working on the project or any part thereof.

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4.9 Drawings and Specifications at the Site

4. 9 .1 One copy of all Drawings, Specifications, Change Orders, Addenda, approved Shop Drawings, Schedule of work, in good order and marked to record all changes made during construction, shall be maintained at the site by the Contractor. The Schedule of Work shall be posted outside and updated to show current status of Work. This material shall be available to Owner, and the Architect. The Drawings, marked to record all changes made during construction, shall be delivered to Owner on completion of the Work within 15 days..

4.10 Shop Drawings and Samples

4.10.1 Shop Drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are prepared by the Contractor or any subcontractor, manufacturer, supplier or distributor and which illustrate some portion of the Work. In form of as builds.  

4.10.2 Samples are physical examples furnished by the Contractor to illustrate materials, equipment or workmanship and to establish standards by which the Work will be judged.

4.10.3 By approving and submitting Shop Drawings and Samples, the Contractor represents

that it has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data and that it has checked and coordinated each Shop Drawing and Sample with the requirements of the Work and the Contract Documents. The Contractor also certifies that only approved items will be used.

4.10.4 The Owner will review and approve shop Drawings and Samples with reasonable promptness so as to cause no delay, but only for conformance with the design concept of the Project and with the information given in the Contract Documents. Approval of a separate item shall not indicate approval of an assembly in which the item functions.

4.10.5 Approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the contract Documents unless the contractor has informed Owner in writing of such deviation at the time of submission and the Owner or Architect, have given written approval to the specific deviation; nor shall said approval relieve the contractor from responsibility for errors or omissions in the Shop Drawings or Samples. If the Contractor requires approval of the Shop Drawings or Samples on or before a specified date, it shall advise Owner in writing of such date at the time of the submission and Architect shall use its best efforts to meet subcontractor's requirements. In the event of any delay in the approval of Shop Drawings, where contractor has provided Architect written notice of the specified submittal due date, Contractor's sole remedy shall be a claim for extension of the Contract Time, to be fixed by Owner.

4.10.6 No portion of the Work requiring a Shop Drawing or Sample submission shall be commenced until the submission has been approved by Owner. All such portions of the Work shall be in accordance with approved Shop Drawings and Samples. In no case shall the construction Work be inferior to that shown on the Shop Drawings and submitted Samples.

4.10.7 For items required to be of selected and approved colors, patterns, textures or other finish requirements, the Contractor shall obtain instructions from Architect and shall submit sufficient samples to show the range of shades, tones, values, patterns, textures or other features corresponding to the instructions.

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4.10.8 The Contractor shall label or tag each Sample or set of Samples, identifying the manufacturer's name and address, brand name, catalogue number, project title and intended use.

4.11 Substitutions

4.11.1 Should the Contractor propose to use any material, process or equipment other than those indicated and specified, it shall submit to the Owner in triplicate, a list of the proposed substitutions, setting forth therein the difference in cost, if any, together with its reason for proposing the same, a complete description of the proposed substitute, the name of the material or equipment for which it is to be substituted, Drawings, cuts, performance and test data and any other data or information necessary for a complete evaluation of the proposed substitution.

4.11.2 No deviation from the approved or specified material, equipment or process shall be permitted except:

(A) When the manufacture or production of the specified material, process or equipment has been discontinued; When the specified material, process or equipment is not available in sufficient time to complete the Work when ordered at the time the contract is executed;

(B) When delays beyond the control of the contractor such as strikes, lockouts, floods, fires or Acts of God preclude procurement and delivery for purposes of the Project; or

(C) For such reason or reasons as the Owner may consider sufficient to justify the Contractor's deviation.

4.11.3 The Contractor shall provide written proof of such conditions. The burden of proof shall be on the Contractor.

4.11.4 If the Contractor does not offer any substitutions, or, where a substitute offered by the Contractor is not found by the Owner to be equivalent to the material or equipment named on the Drawings and/or specified by the Owner or Architect, then the Contractor shall provide the material or equipment so named and/or specified.

4.11.5 At the request of Owner, the Contractor shall, at its own expense, furnish complete information and data concerning the material or equipment offered by it as equivalent to and as a substitute for the material or equipment indicated, mentioned and/or specified; and where Owner shall so require, the Contractor shall at its own expense, have the said material or equipment tested under the direction of Owner, by a testing agency approved by Owner, in order to determine its quality and/or strength, its physical, chemical and other characteristics, its durability, finish and/or efficiency.

4.11.6 The Contractor shall assume any costs incurred by the Owner or Architect for additional design as a result of substituted material, process or equipment, including changes necessitated in related Work affected by such substitution.

4.11.7 Only one brand, kind and make of material or equipment shall be used for each specific purpose throughout the entire Work of the Contract, notwithstanding the fact that similar- materials or equipment of two (2) or more manufacturers or producers may be specified for the same purpose.

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4.12 Use of Site

4.12.1 The Contractor shall confine operations at the Job Site to areas permitted by Owner, and by law, ordinance, permits or the Contract Documents, and shall not unreasonably encumber the Job Site with any materials or equipment. The Contractor shall acquaint itself with Owner's ingress and egress procedures, requirements for identification badges for workers, prohibition of firearms and transportation of workers and security inspection of vehicles, either on the Project or at the Job Site and assure compliance with these procedures by its work force and of the work force of all other persons performing any portion of the Work for or on behalf of Contractor.

4.13 Cutting and Patching of Work

4.13.1 The Contractor shall do all cutting, fitting or patching of its Work that may be required to make its several parts (including their existing improvements) fit together properly or to receive the Work of other Contractors and shall not endanger any other Work by cutting, excavating or otherwise altering the Work or any part of it without written permission of Owner.

  4.14 Cleaning up

4.14.1 The Contractor shall at all times keep the Job Site and surrounding area free from unreasonable accumulations of waste materials or rubbish caused by its subcontractors, employees or others in the performance of the Work. Before application for final acceptance of the Work, the Contractor shall remove from and about the Job Site all rubbish and waste materials resulting from the Work, all temporary utility lines and temporary structures, all tools, scaffolding and surplus materials and shall leave the Work professionally cleaned and in an acceptable state for operation of the restaurant. Areas occupied by temporary lines and structures shall be restored to the condition that existed prior to the execution of the Contract, or to such condition as is satisfactory to Owner. All scaffolding, planking or other materials, either for temporary use or for incorporation into the Work, shall be done in an orderly manner. If the Contractor should neglect to perform the cleaning-up Work required in this Subparagraph, Owner, after forty-eight (48) hours- written notice to the Contractor, may perform such Work without prejudice to any remedy it may have, and may deduct from the payments then or thereafter due the Contractor all costs thereof. If a dispute arises between Contractor or separate Contractors as to the responsibility for cleaning up as required by the contract Documents, Owner may clean up and charge the cost thereof to the Contractor.

4.15 Schedule of Work

4.15.1 The Contractor when returning signed contracts to owner, shall submit to the Owner two (2) copies of a proposed Schedule of Work for approval.

ARTICLE 5 - SUBCONTRACTORS

5.1 Definitions

5.1.1 A Subcontractor is a person or organization having a direct or indirect contract with the Contractor to perform any of the Work. The term Subcontractor is referred to throughout the contract Documents as if singular in number and neuter in gender and means a Subcontractor or an authorized representative thereof.

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5.1.2 Nothing contained in the Contract Documents shall create any contractual relationship between Owner or the Architect and any Subcontractor.

5.2 Award of Subcontracts and Other Contracts For Portions of The Work

5.2.1 The Contractor shall, prior to the awarding of any subcontract, notify Owner in writing of the names of all Subcontractors proposed for the several parts of the Work and if Owner does not take exception in writing within seven (7) days of its receipt of such notification, such Subcontractor shall be deemed to be approved. The Contractor shall provide a Subcontractor list to the Owner with Contractor's first Application for Payment.

5.3 Subcontracts

5.3.1 All subcontracts shall be in writing Each subcontract shall contain a reference to this Contract and the terms of this Contract shall be made a part of such subcontract insofar as applicable to the Work covered thereby, and each subcontractor must agree for the benefit of Owner to be bound by the terms of all the Contract Documents insofar as applicable to its Work. Without limitation on the foregoing, each subcontract shall:

A) Preserve and protect the rights of Owner under this Contract with respect to the work to be performed under the subcontract so that the subcontracting thereof will not prejudice such rights;

B) Require submission to the Contractor of Applications for Payment on each subcontract to which the contractor is a party, in reasonable time to enable the Contractor to apply for payment; and

C) Obligate each Subcontractor specifically to consent to the provisions of Article 5.3 of these General Conditions.

5.3.2 Each subcontract shall provide for its annulment at the directive of Owner if, in Owner's opinion, the Subcontractor fails to comply with the requirements of the Contract Documents insofar as the same may be applicable to its Work, in which event the Subcontractor shall be removed immediately from the Work and shall not again be employed on the Work.

5.3.3 Each subcontract shall contain a provision for the benefit of the Owner, the Architect, the respective related and affiliated companies of each as well as the officers, agents and employees of each (collectively referred to hereinafter in this Paragraph as the "Indemnities") providing that the Subcontract there under shall indemnify and hold harmless the Indemnities from and against any and all claims, damages, losses, demands, liability, exposure, costs and expenses whatsoever, including attorneys' fees at all trial and appellate levels and in all arbitration and/or mediation proceedings, arising directly or indirectly out of or resulting from such Subcontractor's performance of the subcontract or Subcontractor's failure to fully and properly perform the subcontract by the Subcontractor or by any of its sub-subcontractors, laborers, employees, agents, material men or other persons for whom the Subcontractor may be responsible. Each subcontract shall recite a specific consideration to be paid by Contractor to Subcontractor in consideration of the foregoing indemnity, and such consideration shall be paid by Contractor out of the payments received by it under this Contract and in behalf of the Indemnities.

5.3.4 Contractor agrees that it shall make copies of and deliver to its subcontractors, sub- subcontractors, and suppliers, all Contract Documents necessary for said subcontractor,

sub-subcontractor, or supplier to perform its scope of work. Contractor specifically agrees and represents as follows:

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(A) All contractors, subcontractors, sub-subcontractors, and materials suppliers shall be bound by the terms of the Contract Documents an no provisions of those subcontracts shall be inconsistent with the provisions of the Contract Documents. In the event of any inconsistency between the terms of the Contract Documents and any subcontract agreement entered into by Contractor, the provisions of the Contract Documents shall prevail;

(B) Simultaneous with executing any subcontracts, Contractor shall require all subcontractors, sub-subcontractors and materials suppliers to execute an acknowledgment of delivery stating that said subcontractor, sub-subcontractor or materials supplier has received all contract Documents necessary to fully properly perform its scope of work;

(C) In the event of any delay or increased cost or expense attributable to the failure of subcontractor to receive information necessary to properly and timely perform its scope of work, Contractor agrees to be fully and solely responsible for all costs and expenses incurred in connection therewith.

 

ARTICLE 6 - CONSTRUCTION BY OTHER CONTRACTORS

6.1 Separate Contracts

6.1.1 Owner reserves the right to let other Contracts in connection with this work that Owner may consider proprietary in nature. The Contractor shall afford other Contractors reasonable opportunity for the introduction and storage of their material and equipment and the execution of their Work, and shall properly connect and coordinate its Work with theirs.

5.1.2 If the execution or results of any part of the contractor's Work depends upon the Work of any other contractor, the Contractor shall inspect and promptly report to Owner any apparent discrepancies or defects in such Work that render it unsuitable for such proper execution and results. Failure of the Contractor to so inspect and report shall constitute an acceptance of the other Contractor's; Work as fit and proper to receive the Work of the Contractor, except as to defects which may develop in the other separate contractor's Work after the accomplishment of the Contractor's Work.

6.1.3 To ensure proper execution of its subsequent Work, the Contractor shall measure the Work already in place and shall at once report to Owner, in writing, any discrepancy between the executed Work and the Plans and Drawings.

6.1.4 Should the Contractor cause damage to the Work or property of any other separate Contractor on the Project, the Contractor shall, upon due notice, settle with such other contractor by agreement, if it will so settle. If such other Contractor sues Owner or initiates other proceeding on account of any damage alleged to have been so sustained, Owner shall notify the Contractor who shall defend such proceeding at its own expense and if any judgment or award against Owner arises thereof, the Contractor shall pay or satisfy it an shall reimburse Owner for all attorney's fees an other costs which Owner has incurred at all trial and appellate levels and in all arbitration and/or mediation proceedings.

ARTICLE 7 - MISCELLANEOUS PROVISIONS

7.1 Governing Law

7.1.1 The Contract shall be governed by the law of the place where the Project is located.

7.2 Successors and Assigns

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7.2.1 Owner and Contractor each binds itself, its partners, successors, assign and legal representatives to the other party hereto and to the partners, successors, assigns and legal representative of the other parties in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contractor shall not assign the Contract or its subcontracts as a whole without the written consent of Owner, nor shall the Contract be assignable as a matter of law. The Contractor shall not assign any monies due or to become due to it hereunder without the previous written consent of Owner. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract.

7.3 Written Notice

7.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or to an officer of the corporation for whom it was intended, or if delivered at or sent by telegram, mailgram, Express Mail (or similar private services), by registered or certified mail, or by telecopy to the last business address known to the party who originate the notice.

7.4 Performance Bonds and Labor and Material Payment Bonds/liens

7.4.1 Owner shall have the right at any time to require the Contractor to furnish bonds written on such surety companies acceptable to Owner (in Owner's sole discretion) covering the faithful performance of the Contract and Contractor's payment of all obligations arising there under is such form and amount as determined by Owner. If such bonds are stipulated in the Bidding requirement, the premiums shall be paid by the Contractor. If required subsequent to the submission of quotations or bids, the cost shall be reimbursed by Owner. The Contractor shall promptly deliver the required bonds to Owner or submit evidence satisfactory to Owner that such bonds will be issued. Failure to produce the required bonds shall be cause for voiding the Contract.

7.4.2 Contractor agrees to bond off any liens filed against the Project within ten (10) days from the filing or recording of said lien, and to fully indemnify and protect Owner from any and all damages an claims, including attorney's fees at all trial an appellate levels and in all mediation and arbitration proceedings, related to said lien. In the event Contractor fails to post a bond to remove a lien from the Project, then Owner, in its sole discretion and without necessity of providing advance or prior notification to Contractor, shall have the right to post a bond to remove any lien from the Project, to deduct the premiums, together with all costs related thereto, including, but not limited to, attorney's fees at all trial and appellate levels and in all mediation and arbitration proceedings, and to set-off said costs and expenses form any payments which would otherwise be due to contractor under the provisions of these General conditions or any other contract for any other project entered into by the parties hereto.

7.4.3 In the event the applicable law of the jurisdiction in which the project is located so allows, then this Contract shall be a "no lien" Contract and Contractor agrees to relinquish and release any and all rights it may otherwise have had pursuant to applicable state or federal law; subcontractors, sub-subcontractors and material suppliers, by virtue of incorporation of these Contract Documents into their subcontract agreements, similarly relinquish said rights to claim any and all liens against the Project.

7.5 Compliance with Codes

7.5.1 The Contractor shall, at no additional cost, comply with and abide by the provisions of any and all applicable codes and regulations adopted by public utilities under the supervision of the public utilities commission having jurisdiction, without limiting same, promulgated by municipal, county, state and federal governments.

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7.6 Standard Specifications

7.6.1 Standard Specifications such as ASTM, ANSI, AASTO. AWWA, AISC, ASHRAE Commercial Standards, Federal Specifications, NBFU, NEMA, UL and like types of standard specifications, incorporated in the requirements of this Contract by reference, shall be those of the latest edition at the time of receiving bids. Contractor shall determine and ascertain, prior to placing Purchase Orders, that the manufacturers and producers (and the agents of each) of required materials either have such Specifications available for reference or are fully familiar with the requirements thereof as pertain to their product or material.

 7.6.2 Gauges of metal indicated and/or specified shall be U. S. Standard for ferrous metal and

non-ferrous metal, unless otherwise specified. Gauges required shall be prior to application of coatings such as galvanizing, plating or painting.

7.6.3 All capacities, sizes, methods of construction and installations as specified are the minimum which are acceptable regardless of whether such capacities, sizes or methods of construction and installation are or are not specified in any manufacturer's published literature. In the event that tests show that an Article does not meet the minimum requirements of capacities, sizes or other physical features specified, the Contractor shall remove and replace or alter such Work to meet the minimum requirements specified without cost to Owner.

7.7 Temporary Facilities and Services

7.7.1 Contractor Parking: The Contractor shall not park its equipment, nor allow its personnel to park, in any area except those specifically designated by the Owner, Landlord or building owner.

7.7.2 Temporary Electric Power: The Contractor shall provide normal temporary electric power as necessary for the execution of the Work.

7.7.3 Temporary Toilet Facilities: The Contractor shall provide temporary toilet facilities maintained in a sanitary condition.

7.7.4 Temporary Water: The Contractor shall provide all water required for work.

7.7.5 Temporary Telephone: The contractor shall be responsible for all temporary telephones. Temporary service shall not be disconnected until project is completed and Contractor

leaves the site.

7.8 Procedure in the Event of Conflict in Contract Documents

7.8.1 In the event that there is a conflict among any of the Contract Documents, and such conflict is not observed prior to the commencement of the Work, such discrepancy shall be resolved in the following order of precedence and control among the Contract Documents:

(A) Cont rac t Agreement , (B) Special Condit ions (i f any), (C) Genera l cond i t i ons , (D) De ta i l D r aw i ngs , (E) D r a w i n g s , (F ) S p e c i f i c a t i o n s , (G) Schedu l e o f Wo rk , (H) Accepted Proposal (Owner's form only), ( I ) B o n d s

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7.9 Captions

7.9.1 The captions of Articles and Paragraphs in the Contract Documents are for convenience only and shall in no way define the content or limit the meaning or construction of the wording of the Articles and Paragraphs.

7.10 Article And Paragraph References

7.10.1 Unless otherwise specified, Article and Subparagraph references appearing in these General conditions are to Articles, Paragraphs and Subparagraphs herein.

7.11 Invalid Contract Provisions

7.11.1 The invalidity of one or more provisions of the General conditions or the Contract Documents shall not otherwise affect the enforceability of the remaining Contract provisions, which shall remain fully enforceable.

ARTICLE 8 - TIME

8.1 Definitions 8.1.1 The Contract Time is defined in Article 3.1 of the Contract for Construction.

8.1.2 The date of commencement of the Work is the date established in a Notice to Proceed. If there is no Notice to Proceed, it shall be the date of the Contract for Construction or such other date as may be established therein. Any costs incurred at the Contractor prior to receipt of the Notice to Proceed are not,incurred at the Contractor's risk in the event the Notice to Proceed is not issued.

8.1.3 The Date of Substantial Completion of the Work or designated portion there of is the Date certified by Owner when construction is sufficiently complete, in accordance with the Contract Documents and the permanent Certificate of Occupancy has been obtained, so that Owner may occupy and use the Work or designated portion thereof for the use for which it is intended.

8.1.4 The term day as used in the Contract Documents shall mean calendar day.

8.2 Progress and Completion

8.2.1 All time limits stated in the Contract Documents are of the essence of the Contract.

8.3 Delays, Extension of Time, And Overtime

8.3.1 The time during which Contractor is delayed in the performance of the Work by the acts of omission or commission of the Owner, the Architect, or their employees or agents, or by Acts of God, or abnormal climatic conditions, which the contractor could not reasonably foresee or provide against, or other conditions beyond the Contractor's control which the Contractor could not reasonably foresee or provide against, or other conditions beyond the Contractor's control which the Contractor could not reasonably foresee or provide against, shall be added to the time for completion of the Work (i.e. the Contract Time) as set forth in the Contract for Construction provided, however, that the contractor shall not be entitled to any extension of time for delays resulting from such conditions unless it shall have notified Owner, in writing (which may be facsimile) within five (5) working days after commencement of each such cause of the occurrence thereof, and of the probable duration thereof. Owner shall ascertain the facts and the extent of the delay and determine and fix an extension of the time for completion of the Work when the facts justify such extension; the determination of Owner shall be final, conclusive and binding upon the parties.

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8.3.2 The Contractor shall not be entitled to and hereby waives any and all costs and damages which it may suffer by reason of delay to the contractor in the performance of the Work, or any portion thereof, by any of the acts, omissions or defaults set forth in Subparagraph 8.3.1, the extension of time granted herein being the Contractor's sole remedy.

8.3.3 Whenever, in the opinion of Owner, the Work falls behind schedule (including any schedule and/or Contract Time extensions pursuant to the Contract Documents), except by reason of delays ordered by Owner, the Contractor shall, to the extent necessary to meet said schedule, increase its labor force and/or provide overtime, weekend and holiday Work, and shall have each Subcontractor do likewise, with no additional cost to or compensation from Owner.

ARTICLE 9 - PAYMENTS AND COMPLETION

9.1 Contract Sum

9.1.1 The Contract Sum is stated in the Contract for Construction and is the tote! amount payable by Owner to the Contractor for the performance of the Work under the Contract Documents.

9.2 Progress Payments

9.2.1 If the Agreement specifically provides that payments are to be made on account of

materials or equipment not incorporated in the Work, but delivered and suitably stored at the Job Site, or at some other location agreed upon in writing, such payment shall be conditioned upon submission by the Contractor of bills of sale, partial release of liens (Owner's form only) or such other procedures satisfactory to Owner to establish its title to such materials or equipment, or otherwise protect its interests, including applicable insurance and transportation to the Job Site. Contractor shall bear the loss of any and all materials stored on site until same are installed into the Work and accepted.

9.2.2 The Contractor warrants and guarantees that title to all Work, materials and equipment covered by and Application for Payment, whether incorporated in the Work or not, will pass to owner upon receipt of such payment by the Contractor, free and clear of all liens, claims, security interest, or encumbrances, hereinafter referred as "liens", and that no Work, materials, or equipment covered by an Application for Payment will have been acquired by the Contractor or by any other person performing Work at the Job Site or furnishing materials and equipment for the Project, subject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or otherwise imposed by the Contractor or other person.

9.2.3 Property, title to which passes to Owner by virtue of Paragraph 9.2.2, shall remain subject to subparagraph 10.2.4 to extent of any loss occasioned by Contractor's act or omission.

9.2.4 Owner, at its sole option, may pay any amounts owed to Contractor by means of joint checks drawn jointly in favor of Contractor and any person furnishing any labor, materials, equipment, tools, machinery supplies, or transportation in connection with the Work. Any amounts so paid shall be deducted from any amounts owed to the Contractor under the Contract for Construction.

9.2.5 The acceptance by Contractor of any payment shall operate as, and shall be, a release of Owner from all claim and liability to Contractor for anything done, or furnished for, or relating to, the Work, or for any act or neglect of Owner relating to or affecting the Work hereunder through the date of acceptance of said payment.

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9.2.6 No payment by Owner shall be construed as performance by Contractor of this Contract for Construction, either in whole or in part; nor shall it be construed as an approval or acceptance of defective Work or Work failing to comply with this Contract for Construction, or of any items and any requisition made or bill rendered. Further, no payment by Owner shall constitute a waiver of any of Owner's rights with respect tounsettled liens.

9.27 Owner is not required to make any payment to Contractor unless Contractor shall have previously provided such support documentation as may be required by Owner, including but not limited to, copies of requisitions from subcontractors, sub-subcontractors, and materials suppliers, payroll affidavits, receipts and vouchers, lien releases, and evidence of payment as applicable to all unions and union trust funds.

9.2.7 Owner may withhold payment in whole or in part in order to protect the Owner from loss because of (a) defective work not remedied, missing material not furnished, clean-up not performed; (b) claims filed or reasonable evidence indicating probable filing of claims, including claims covered by insurance until such claims are accepted by the insurance carrier, (c) failure of the Contractor to make payments properly to its subcontractors, sub- subcontractors, or suppliers or for labor, materials or equipment, transportation or shipping costs, taxes, fees or other claims arising out of or related to the Work; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Price; (e) damage to another contractor, (f) contractor's failure to deliver an updated progress schedule or reasonable indication that the Work will not be completed by the Contract time; (g) unsatisfactory prosecution of the Work; (h) failure to deliver "as-built" drawings, written guarantees or warranties; (in) failure to obtain approvals required by any authority having jurisdiction; (j) any dispute or controversy between the Owner and the Contractor; (k) non-compliance by Contractor or its subcontractors with any insurance requirement, and/or with the above lien release requirements; or (I) any event of default under Article 14 of these General Conditions.

9.2.8 Any and all funds payable to Contractor hereunder are hereby declared to constitute trust funds in the hands of the Contractor, to be applied first to the claims of its subcontractors, sub-subcontractors, suppliers, architects, engineers, surveyors, equipment lessors, laborers, and other bonds filed and premiums on insurance accruing during the construction of the described Work, before application to any other purpose.

9.2.9 Payments shall be made by Owner to Contractor according to the following procedures: The Contractor shall submit to Owner, an Application for Payment on the Work completed. The first request can be submitted twenty-one (21) days after this Contractor's portion of the Project is under full operation. This payment request shall deduct the aggregate of amounts previously invoiced by Contractor to Owner. Within fifteen (15) days after approval of the Application for Payment, Owner shall pay directly to the contractor the appropriate amounts for which the Application for Payment is made therein. Owner shall withhold retention in the sum of ten (10) percent of each progress payment.

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9.3 Substantial Completion and Final Payment

9.3.1 The Contractor shall request Final inspection at such time as the Work is substantially completed and the permanent Certificate of Occupancy has been obtained. When Owner, on the basis of an inspection, confirms the notification from the Contractor that the Work is substantially completed or without being notified by the Contractor, determines that the Work is substantially completed, Architect Construction Project Manager (CPM) shall list (the punch list) the items determined by Architect CPM to require completion and/or correct the items listed within seven (7) days of receipt of the punch list and submit all documents and other matters required by the Contract Documents to be submitted by the Contractor upon completion of the Work. In the event Contractor does not complete and/or correct those items not completed and/or corrected within the time fixed for completion and/or correction thereof, then Owner shall have the right to complete and/or correct those items not completed and/or corrected within the time fixed, or to cause the same to be corrected or completed by others, and shall offset the cost thereof against any amounts then or hereafter due the Contractor under the contract or any other monies due or to become due to Contractor. If the amounts then or thereafter due the Contractor are not sufficient to cover such cost, the Contractor shall pay the difference to Owner.

9.3.2 Neither the final payment nor any retainage shall become due until the Contractor submits the following properly executed documents to Owner:

(A) Final Application for Payment, Final Lien Waiver Tracking Form, Sworn Affidavit showing no funds due to subcontractors or suppliers, and Original final, notarized, unconditional lien waiver as supplied by Owner from Contractor showing amount paid to date, Lien Waivers to be provided on Owner’s Form; Within 24-hours of receipt of final payment, Contractor to fax Owner a copy of the final General Contractor’s Affidavit showing zero balance due to Contractor and a copy of the Final Notarized Waiver of Lien showing full amount paid with zero balance remaining. Hard copy to be submitted to Owner within one (1) week.

(B) Consent of sureties, if any, to final payment;

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(C) A complete set of Plans and Specifications showing the Work as-built indicating dimensions and conditions of the project as it was actually constructed, including such items as exact locations of concealed or buried piping or utilities, locations of equipment and ductwork, etc. and any changes made during the course of construction which were not officially documented by the architect. Notwithstanding anything contained herein to the contrary, within fifteen (15) calendar days of completion of the Work, Contractor shall deliver said As-built plans which shall be uploaded to Owner’s website in accordance with Owner’s instructions.

(D) Original final, notarized, unconditional lien waivers as supplied by Owner from all Subcontractors showing the full and total contract amount including change orders paid with zero balance remaining

(E) Subcontractor list providing contact persons. phone numbers and addresses of all subcontractors used on project;

(F) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be designated by Owner. If any subcontractor refuses to furnish a release or waiver required by Owner, the Contractor shall, at its own expense, if requested by Owner, furnish a bond satisfactory to indemnify it against any such lien. If any lien remains unsatisfied after all payments are made. the Contractor shall refund to Owner all monies that the latter may be compelled to pay in discharging such lien including all costs and reasonable attorney's fees;

(G) Final Certificate of Occupancy and any governmental certificates required by the Contract Documents, or to evidence compliance with all applicable laws, ordinances, rules, codes or regulations;

(H) Operation and Maintenance Manual (For everything GC or Sub installs. Examples: fireplace, HVAC, water heater, sprinkler, alarm system, plumbing fixtures, flooring, exhaust fans, roofing, etc.) 

The manual must include: 1.) Extended warranties on equipment supplied by GCs and subcontractors written

on their company letterhead guaranteeing their work one (1) year from Certificate of Occupancy, not install

2.) The model and serial numbers of all equipment installed in unit submitted on owner provided list.

3.) Cut Sheets 4.) The HVAC subcontractor air balancing report performed by an independent testing &

balancing company;

(I) Copy of the Completed Punchlist signed by the owner;

(J) Completed Bid Form including individual unit cost breakdowns

(K) All items as required in the Specifications.

(L) Proof of Water Test Sample.

9.3.3 The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those previously made in writing and still unsettled at the time of final payment.

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9.4 Beneficial Use and Occupancy by Owner

9.4.1 Owner reserves the right, at its option and convenience, to occupy or otherwise make use of all or any part of the Project premises at any time prior to completion. Beneficial Occupancy shall be subject to the following conditions:

(A) Owner shall use its best efforts to prevent its occupancy from interfering with the conduct of Contractor's remaining Work; and

(B) Contractor shall not be required to repair damage to the premises if the same was caused by Owner's occupancy or misuse of the premises.

9.4.2 Such occupancy or use shall not constitute acceptance by Owner of the completed Work or any portion thereof: not will it relieve the contractor from full responsibility for correcting defective Work. Such occupancy or use shall not be deemed to be the equivalent of completion. Beneficial Occupancy by Owner shall not entitle Contractor to any increase in the Contract Sum.

9.4.3 Beneficial Occupancy by Owner will establish the date of warranty on all approved items of equipment installed and being utilized by Owner in the occupied area.

ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY

10.1 Safety Precautions And Programs

10.1.1 The contractor shall be responsible for and abide by and maintain all safety precautions initiated by Owner in connection with the Work.

10.2 Safety of Persons And Property

10.2.1 The contractor shall take all reasonable precautions for the safety of and shall provide all reasonable protection to prevent damage, injury or loss to:

(A) All employees on the Work and all other persons who may be affected thereby;

(B) All the Work and all materials and equipment to be incorporated therein, whether in storage on or off the side, under the care, custody or control of the Contractor or any of its subcontractors; and

(C) Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements. roadways, structures and utilities not designated for demolition in the course of construction.

10.2.2 The contractor shall comply with all applicable laws, ordinances, rules, regulations and

lawful orders of any public, quasi public or other authority having jurisdiction for the safety of persons or property or for their protection against damage. injury of loss, or designed to protect the environment. The contractor shall erect and maintain, as required by existing conditions and progress of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities of the existence of hazards an of the safety regulations.

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10.2.3 All damage or loss to any property referred to in Clauses 10.2 1(B) and 10.2.1(C) caused in whole or in part by the Contractor, a Subcontractor, or by anyone for whose acts any of them may be liable. shall be remedied by the Contractor, except damage or loss properly attributable solely to the acts or omissions of the Owner, or the Architect or anyone employed by them, or for whose acts many of them may be liable, and not properly attributable in whole or in part, to the fault or negligence of the Contractor.

10.2.4 Until final acceptance of the Work by Owner, the Contractor shall have the charge and care of and shall bear the risk of injury or damage, loss or expense to any part thereof, or to any materials stored on site, by the action of the elements or from any other cause whether arising from the execution or non-execution of the Work. The Contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the Work occasioned by any of the above causes before final acceptance and shall bear the expense thereof.

10.2.5 The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. No load shall be placed on a roof without the approval of the Architect.

10.2.6 Those parts of Work in place which are subject to damage because of operations being carried on adjacent thereto shall be covered, boarded up or substantially enclosed with adequate protection by the Contractor at Contractor's expense.

10.2.7 Permanent openings used as thoroughfares for the introduction of Work and materials to the structure shall have heads, jambs and sills well blocked and boarded by the Contractor. Owner retains the authority, but assumes no duty, to establish standards of protection, and to review the efficiency of protective measures taken by the Contractor.

10 2.8 Adequate traffic control, barricades and flagman services shall be furnished and maintained by the Contractor at all points where conveying equipment engaged on the Work regularly enters onto or crosses traffic-carrying roads.

10.3 Surface or Subsurface Water

10.3.1 Surface or subsurface water or other fluid shall not be permitted to accumulate in excavations or under the structures. Should such conditions develop or be encountered, the water or other fluid shall be controlled and suitably disposed of by contractor at Contractor's cost by means of temporary pumps, piping, drainage lines and ditches, dams or other methods approved by Owner. The proposed location and coordination of temporary channels and conduits conducting accumulated water from the Work area shall be submitted to owner and be approved prior to the Commencement of Work.

10.4 Health and Safety

10.4.1 The Contractor shall comply in every respect with the Federal Occupational Health and Safety Act of 1970 and all rules and regulations now or hereafter in effect under said Act, and the Contractor further agrees to comply with any and all applicable state laws and regulations pertaining to job safety and health.

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10.4.2 The Contractor shall protect and keep Owner (including their agents and employees) free and harmless from any and all liability, public or private, penalties, contractual or otherwise, losses, damages, costs, attorney's fees, expenses, causes of action, claims or judgments resulting from the Federal Occupational Safety and Health Act of 1970 as amended or any rule or regulation promulgated there under or of any state laws or regulations pertaining to job safety and health arising out of or in any way connected with the performance of Work or Work to be performed under this contract, and Contractor shall indemnify Owner from any such claims, penalties, suits or actions, public or private, administrative or judicial, including attorney's fees paid or incurred by or on behalf of Owner, jointly or severally, and/or their agents and employees. The Contractor further agrees, in the event of a claimed violation of any federal or state safety and health law or regulation arising out of or in any way connected with the performance of Work or Work to be performed under this Contract, Owner may immediately take whatever action is deemed necessary by Owner to remedy the claimed violation. Any and all costs or expenses paid or incurred by Owner in taking such action shall be borne by contractor, and Contractor agrees to protect, hold harmless and indemnify Owner against any and all such costs or expenses.

 10.5 Environmental Compliance

10.5.1 Contractor and its subcontractors shall use, handle, transport and dispose of all hazardous materials (as defined in Paragraph 10.5.8) in compliance with all present federal, state and local environmental, health or safety law, including, but not limited to, all such statues, regulations, rules, ordinances, codes, and rules of common law.

10.5.2 Contractor further agrees that Contractor and its Subcontractors shall not cause the discharge, release or disposal of any hazardous material created by its work on or about the Job Site. In the event of any spill, release or any other reportable occurrence, contractor shall notify the appropriate governmental agency and shall take such action as may be necessary to minimize the deleterious effect of such spill on persons or property.

10.5.3 Contractor and its Subcontractors shall, upon completion of performance of all duties under this contract, remove all supplies,, materials, and waste containing and hazardous material from the Job Site. Contractor shall bear full financial responsibility, as between the parties of this Contract, for the compliance of Contractor and its Subcontractors with the provisions of this Article 10.5.

10.5.4 Contractor agrees to indemnify, defend, protect and hold the Owner harmless from and against any claims including, without limitation, actual attorney's fees and any costs of investigation, soils testing, governmental approvals, remediation and clean-up arising out of or in any way connected with the failure of Contractor or its Subcontractors, or their agents, employees, officers, or representatives, to comply with the terms of this Article 10.5.

10.5.5 Should Contractor or its Subcontractors discharge, release or dispose of any hazardous material on or about the Job Site in violation of this Article, Contractor shall immediately so inform Owner in writing. In the event of any spill, release or any other reportable occurrence, contractor shall notify the appropriate governmental agency and shall take such action as may be necessary to minimize the deleterious effect of such spill on persons or property.

10.5.6 In the event Contractor or its Subcontractors encounter on the Premises any pipeline, underground storage tank or other container, of any kind, that may contain a hazardous material, or encounter material reasonably believed to be a hazardous material,

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Contractor shall immediately stop work in the area affected and report the condition to Owner in writing.

10.5.7 If Contractor or its Subcontractors do not comply with the requirements of the Article, Owner may, but is not obligated to, give written notice of violation to contractor. Should Contractor or its Subcontractors fail to comply with the requirements of this Paragraph within twenty-four (24) hours from the time Owner issues such written notice of noncompliance or within the time of an abatement period specified by any governmental agency, whichever period is shorter, contractor shall be in material default of this Contract.

10.5.8 "Hazardous material" means any substance: (a) the presence of which requires investigation or remediation under any present or federal, state or local statute, regulation, ordinance, rule, code, order, action, policy or common law, or (b) which is or becomes defined as a "hazardous waste", "hazardous substance", pollutant or contaminant under any present federal, state or local statue, regulation, rule or ordinance or amendments thereto including, without limitation, the comprehensive Environmental Response Compensation and Liability Act (42 U.S.C. Sections 9601 et seq.) And/or the Resource conservation of Recover Act (42 U.S.C. Sections 6901 et seq.), or (c) which is toxic, explosive, corrosive, flammable, infectious, radioactive, carcinogenic, mutagenic, or otherwise hazardous and is regulated by an governmental authority, agency, department, commission, board, agency or instrumentality of the United States, the State in which the Premises are located or any political subdivision thereof, cr (d) the presence of which on the Premises causes or threatens to pose a hazard to the health of safety of persons on or about the Premises, or (e) which contains gasoline, diesel fuel or other petroleum hydrocarbons, or (f) which contains polychlorinated biphenyls (PCBs), asbestos, lead or urea formaldehyde foam insulation.

10.5.9 All documentation for any hazardous material or hazardous material related work shall be sent to Owner immediately upon receipt of such documentation. All documentation shall be compiled for each material or instance and also presented to Owner as Part of the completion of the Work.

ARTICLE 11 - INSURANCE 1

11.1 Contractor's Insurance

11.1.1 Contractor shall purchase and maintain Comprehensive General Liability and Workers' Compensation Insurance to provide protection for claims set forth below. The Comprehensive General Liability Insurance shall have at least a One Million Dollars ($1,000,000.00) combined single limit for personal injury and property damage. Such insurance must cover claims which may arise out of contractor's obligations under the Contract Documents, whether it is to be performed or furnished by Contractor, by any Subcontractor, by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any o them may be liable. Coverage shall include:

(A) Claims under worker's or workman's compensation disability benefit and other similar employee Benefit acts;

(B) Claims for damages because of bodily injury, occupational sickness or disease, or health of its employees;

(C) Claims for damages because of bodily injury, sickness or disease, or death of any person other than its employees:

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(D) Claims for damages insured by usual personal injury liability coverage, which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor, or (2) by any other person;

(E) Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom;

(F) Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle;

(G) Claims for damages because of premises operations (including explosion, collapse and underground coverage, as well as escalators, as appropriate) of independent contractors, completed operations, and contractual liability, all including broad form property damage coverage.

 11.1.2 Worker's Compensation Insurance shall include a policy endorsement providing an

extension of the policy to cover the liability of the insured under the All State's Operations. Worker's compensation Insurance shall include policy endorsements providing an extension of the policy to cover the liability of the insured under the "U.S. Longshoreman's and Harbor Workers' Compensation Act and "All State's Operations". In the event any of Contractor's or subcontractor's employees are not covered by the Workman's Compensation statue of the state wherein the Work is located, such contractor or Subcontractor shall provide Employer's Liability Insurance with limits of not less than One Hundred Thousand Dollars ($100,000.00).

11.1.3 The insurance required by Subparagraph 11.1.1 shall include Contractual Liability Insurance applicable to the contractor's obligations under Paragraph 11 6

11.1.4 Certificates of Insurance acceptable to Owner shall be filed with Owner prior to commencement of the Work. These Certificates of Insurance shall contain a provision that coverage afforded under the policies will not be canceled until at least thirty (30) days prior written notice has been given to Owner.

11.2 Cancellation: Additional Insured

11.2.1 Each contract of insurance required under Paragraph 11.1 of this Article shall contain clauses to the effect that the same may not be reduced or canceled on less than thirty (30) days written notice to Owner_ Each liability insurance policy required under Paragraph 11.1 of this Article shall name as additional insured Owner, the Architect, their respective parent companies, the subsidiary, related and affiliated companies of each of the foregoing and the officers, agents and employees of each of the foregoing. The insurance required by Paragraph 11.1 shall be primary with respect to any other insurance available to said additional insured.

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11.3 Waivers

11.3.1 Any policy of insurance covering the Contractors or its Subcontractor's owned or rented machinery, tool, equipment, office trailers and vehicles against loss by physical damage shall include an endorsement providing that the underwriters waive their rights of subrogation against Owner, their respective parent companies, the subsidiary, related and affiliated companies of each and the respective officers, agents employees of each Contractor hereby waives, and it shall require its subcontractors to waive, any and all rights of recovery which its contractors or Subcontractors or the insurance carriers of contractors or Subcontractors may not or subsequently have against Owner, their respective parent companies, the subsidiary, related and affiliated companies of each and the respective officers, agents employees of each. Contractor hereby waives, and it shall require its subcontractors to waive, any and all rights of recovery which its Contractors or Subcontractors or the insurance carriers of Contractors or Subcontractors may now or subsequently have against Owner, their respective parent companies, the subsidiary, related and affiliated companies of each, and the respective officers, agents and employees of each, arising out of damage to said machinery, tools, equipment, office trailers or vehicles.

11.4 Claims

11.4.1 The Contractors and its Subcontractors shall assist and cooperate in every manner possible in connection with the adjustment of all claims arising out of the operations conducted under or in connection with the Work and shall co-operate with the insurance carrier or carriers of Owner an of the contractor and subcontractors in all litigated claim and demands which arise out of said operations and which the said insurance carrier or carriers are called upon to adjust or resist.

11.5 Safety Recommendations

11.5.1 The contractor and Subcontractors shall cooperate with safety engineers of Owner an/or interested insurance carriers and shall comply with their recommendations.

11.6 Indemnification and Risk of Loss

11.6.1 The Contractor shall indemnify and hold harmless Owner, the Architect, their respective parent companies, the subsidiary, related and affiliated companies of each, and the officers, agents and employees of each, from and against any and all claims, damages, losses and expenses whatsoever, including attorneys' fees at all trial and appellate levels and in all arbitration and mediation proceedings arising directly or indirectly out of or resulting from the Contractor's failure to full and properly perform its obligations, or the obligations of any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable under the Contract Documents of the performance of the Work. The Contractor shall not raise as a defense to its obligation to indemnify under this Subparagraph 11.6 any intervening or contributing negligence by any of those indemnified hereunder. No such intervening or contributing negligence shall relieve the Contractor from its liability to so indemnify nor entitle Contractor to any contribution, either directly or indirectly by those indemnified hereunder. In any and all claims against those indemnified hereunder by an employee of the Contractor, the Subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Subparagraph 11.6 shall not be limited in any way by any limit on the amount or type of damage, compensation or benefits payable by or for the Contractor or any Subcontractor

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under Workman's Compensation acts, disability benefit acts, or their employee benefit acts. The provisions of this Subparagraph 11.6 shall survive the expiration or sooner termination of this Agreement.

11.7 Property Insurance

11.7.1 Owner shall purchase and maintain property insurance, as its interest may appear, as to its property as referred to in Sub-paragraphs 9.2.3. This insurance shall insure against the perils of fire and extended coverage and for physical loss or damage including, without duplication of coverage, theft, vandalism and malicious mischief. Said insurance shall carry such appropriate deductible, as Owner shall determine advisable. Said insurance shall not cover loss to the Contractor's or any Subcontractor's owned or rented machinery, tools, equipment, materials, office trailers and vehicles which shall not have been incorporated into the Work as of the time of such casualty or loss or shall be and remain such Contractor's and any Sub-contractor's property notwithstanding this Contract.

ARTICLE 12 - CHANGES IN THE WORK  26.1 Change Orders

12.1.1 Owner may, without affecting the validity of the Contract Documents or any term or

provision thereof, order Work or make other changes by altering, adding to or deducting from the Work (herein sometimes referred to as "Change in the Work"). The Contract Sum or Contract Time shall be adjusted accordingly, upwards or downwards as the case may be, in the manner herein provided. The issuance of a written Change Order signed by Owner is a condition precedent to any payment for Changes in the Work, and proceeding upon oral orders is a waiver by the Contractor of any claim for compensation for any Changes in the Work done without prior written Change Order. Contractor quotations for Change Orders will be forwarded within five (5) working days of the receipt of the request for quotation, and mutual agreement on cost of the Work shall be determined pursuant to Paragraphs 12.1.1 and/or 3.1.2. as the case may be, within ten (10) working days after the Contractors receipt of the request for quotation. All such Changes in the Work shall be executed under the conditions and requirements of the Contract Documents.

12.1 .2 The cost or credit to Owner to be applied against the Contract Sum resulting from a Change in the Work shall be determined in one or more of the following ways, in Owner's sole discretion:

(A) By unit prices stated in the Contract Documents or sSubsequently agreed upon;

(B) By cost and the percentage for overhead and profit as defined in the Contract Documents. Cost shall be documented by an itemized listing of all labor, material, quantity and unit prices; or

(C) By mutual acceptance of a lump sum properly itemized.

12.2 Claims for Additional Cost

12.2.1 No claim by the Contractor for an increase in the Contract Sum or in any fee or reimbursement provided for in the Contract shall be valid unless made in accordance with

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this Paragraph: The Contractor shall given Owner written notice of the claim not later than five (5) working days after the occurrence of the event giving rise to such claim. Claims shall be made in writing and shall identify the instructions or other circumstances that are the basis of the claim and set forth the Contractor's best current estimate of the dollar amount claimed. Any change in the Contract Sum resulting from such claim shall be authorized by Change Order. The parties acknowledge that the provisions of this Paragraph are included herein solely for the purpose of fixing and limiting the time within which, and the manner in which claims must be made, and that this paragraph does not grant to the Contractor any right to increases in the Contract Sum, not otherwise permitted or provided for by the other terms and provisions of the Contract Documents.

12.2.2 Owner shall have authority to order minor changes in the Work not involving an adjustment in the Contract Sum, or an extension of the Contract Time. Such changes may be effected by a written order and accepted by the Contractor in writing.

ARTICLE 13 - UNCOVERING AND CORRECTION OF WORK  27.1 Uncovering of Work

13.1.1 If any Work should be covered contrary to the request of Owner or the Architect or

contrary to applicable codes or regulations, it must, if required by either of them, be uncovered for their observation and replaced at the Contractor's expense.

13.1.2 If any Work has been covered which has not been specifically requested for observation prior to being covered, Owner may request to see such Work and it shall be uncovered by the contractor. If such Work is found in accordance with the contract Documents, the cost of uncovering and replacement shall, by appropriate Change Order, be charged to Owner. If such Work were found not in accordance with the Contract Documents, the Contractor shall pay such costs unless it is found that this condition was caused by a separate Contractor employed as provided in Article 6, and in that event Owner shall be responsible for payment of such costs.

13.2 Correction of Work

13.2.1 The Contractor shall promptly correct all Work rejected by Owner or the Architect as defective or as failing to confirm to the Contract Document whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all cost of correcting such rejected Work, including the cost of the Architect's additional services thereby made necessary.

13.2.2 If, within one (1) year after the Date of Substantial completion or within such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents, any of the Work is found to be defective or not in accordance with the Contract Documents, the Contract shall correct it promptly after receipt of a written notice from Owner to do so unless Owner has previously give the Contractor a written acceptance of such condition.

13.2.3 All such defective or non conforming Work under Subparagraph 12.2.1 and 13.2.2 shall be removed from the Job Site if necessary, and the work shall be corrected to comply with the Contract Documents without cost to Owner.

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13.2.4 If Contractor does not remove such defective or non-conforming Work within a reasonable time fixed by written notice from Owner, Owner may remove it and may store the materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten (10) days thereafter, Owner may, upon ten (10) additional days written notice, sell such Work at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor, including compensation for additional architectural services. If such proceeds of sale do not cover all costs, which the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to Owner. The obligations of the Contractor under this Paragraph shall be in addition to and not in limitation of any obligations imposed on it under any law or by any special guarantees under this Contract.

13.2.5 If the Contractor fails to correct such defective or non-conforming Work, Owner may correct it in accordance with Paragraph 1.5 of these General Conditions. In the event of a defect found after the Date of Substantial Completion which the Contractor is obligated to correct pursuant to subparagraph 13.2.2, Owner may, at its option. in lieu of giving the Contractor an opportunity to correct such defect, cause such corrective Work to be done by others and charge the contractor with the reasonable cost thereof. Such charge shall be due and payable on presentation.

 13.3 Acceptance of Defective or Nonconforming Work

13.3.1 If Owner prefers to accept defective or non-conforming Work, it may do so instead of requiring its removal or correction, in which case a Change Order will be issued to reflect an appropriate reduction in the Contract sum, or if the amount is determined after final payment, it shall be paid by the Contractor.

 

ARTICLE 14 - TERMINATION OF THE CONTRACT

14.1 Termination by Owner

14.1.1 If the Contractor is adjudged as bankrupt, or if it makes a general assignment for the benefit of its creditors or if a receiver is appointed on account of the Contractors insolvency, or if the Contractor should refuse or should fail, or be unable for any reason, to make prompt payment to subcontractors or for material or labor, or disregard laws, ordinances, governmental regulations or the instructions of Owner or the Architect, or otherwise by guilty of a violation of or in default under any provision of the Contract documents, then Owner may, without prejudice to any right or remedy and after giving the Contractor and its surety, if any, two (2) working days written notice, terminate the employment of the contractor and take possession of the site and all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the Work by whatever method Owner may deem expedient. In such case, the Contractor shall no be entitled to receive any further payment until the work is finished.

14.1.2 The Owner may cancel or terminate the Contract at any time by delivering to the Contractor a written Notice of Termination or Cancellation specifying the extent of termination or cancellation and the effective date. If the Contract is canceled or terminated by the Owner pursuant to this paragraph, the Contractor will only be entitled to recover the costs the Contractor has insured on the Contract through the date off

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termination or cancellation plus a reasonable overhead and profit on the work actually performed through the date of termination or cancellation.

14.1.3 The Contractor acknowledges that the manning of the Job Site with a labor force adequate to perform the Contract Work diligently, expeditiously and properly is a material obligation of this Contract. The Contractor agrees that If its employees or agents, subcontractors or to perform Work on this Contract because of labor dispute, picket line, strike, or for any other reason, it will immediately secure sufficient temporary or permanent replacements to perform the contract Work in accordance with its obligation. It is agreed that if the Contractor fails to maintain at the Job Site a full labor force that is performing Contract Work for more than two (2) consecutive working days for more than five (5) working days in any calendar year month; Owner may, in addition to any other remedies it will have immediately terminate this Contract by written notice to the Contractor and award the unfinished Contract Work to another party. Upon receipt of such notice, the Contractor will immediately vacate the Job Site. In the event that this Contract is so terminated, the only obligation of Owner shall be to pay the Contractor within one (1) week after termination for the Work in place that is approved by the Owner, and for any usable materials stored on the Job Site desired by Owner, less any earlier payments, and less any damages or expenses suffered by Owner on account of the Contractors breach of this Contract.

14.1.4 If the unpaid balance of the Contract Sum exceeds the cost of the finishing the Work including compensation for any additional engineering, management, architectural, legal or administrative services, such excess shall, after completion of the Work, be paid by Contractor. If such costs exceed such unpaid balance, the Contractor shall pay the difference to Owner,

14.1.5 In all cases where Owner terminates the Contract pursuant to Paragraph 14.1.1, in addition to all other rights and remedies it may have in equity or at law, it shall have the same right to retain monies owing to the Contractor as it would have to retain such monies from and against final payments.

14.1.6 The remedies provide herein above are in addition to and not in limitation of any other

rights or remedies available to Owner.

END OF GENERAL CONDITIONS

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

SUMMARY 01100 . 1

SECTION 01100 - SUMMARY 1.1 GENERAL

A. Project Identification: Project consists of interior alteration to an existing single story office building.

1. Project Location: Brunswick, GA 31525 2. Owner: Panera LLC, 1892 Project Manager, 3630 South Geyer Rd, Suite 100, Sunset Hills, MO

63127, (314) 984-2617. B. Architect Identification: The Contract Documents, dated May 24, 2016 were prepared for Project by

NORR, Contact: Jessica Helbling, 325 North LaSalle Street, Chicago, IL 60654, (312)873-1051 C. The Work consists of exterior shell and interior fit-out associated with a bakery cafe. The Work includes the

construction of new exterior and interior walls, exterior and interior finishes, HVAC, electrical, and plumbing systems, exterior signage, installation of food preparation equipment and other existing building systems.

D. Project will be constructed under a general construction contract.

E. Use of Premises: Contractor shall have full use of premises for construction operations, including use of

Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

F. Separate Contract: Owner may have awarded a separate contract(s) for performance of certain

construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract. 1. Separate contracts are primarily related to food production equipment and must be provided upon

request by Owner’s representative. See Section 01640 and documents for further information. G. Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without

interfering with or delaying work under this Contract. H. Owner-Furnished Products: Owner will furnish some furniture, food service systems walk-in

cooler/freezers, millwork, interior signage/artwork, and graphics. Contractors work includes providing support systems to receive Owner's equipment and electrical/plumbing connections as needed. 1. Owner will arrange for and deliver Shop Drawings, Product Data, and Samples to Contractor as

necessary. 2. Owner will arrange and pay for delivery of Owner-furnished items according to Contractor's

Construction Schedule. 3. Contractor will inspect delivered items for damage. 4. If items are damaged, defective, or missing, Contractor will notify Owner and Owner will arrange for

replacement. 5. Owner will furnish Contractor the earliest possible delivery date for products. Contractor shall

designate delivery dates in Contractor's Construction Schedule. 6. Contractor shall review Shop Drawings, Product Data, and Samples and return them noting

discrepancies or anticipated problems in use of product. 7. Contractor is responsible for receiving, unloading, storage, inspection of and handling Owner-

furnished items at Project site. 8. Contractor is responsible for protecting items from damage during storage and handling, including

damage from exposure to the elements. 9. Contractor shall repair or replace items damaged as a result of Contractor's operations.

I. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division

format and CSI/CSC's "Master Format" numbering system.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

SUMMARY 01100 . 2

J. Specification Content: The Specifications use certain conventions for the style of language and the

intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is

abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred, as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied

where a colon (:) is used within a sentence or phrase. 1.2 PRODUCTS (Not Used) 1.3 EXECUTION

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

WORK RESTRICTIONS 01140 . 1

SECTION 01140 - WORK RESTRICTIONS 1.1 GENERAL

A. Use of Premises: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond

areas in which the Work is indicated. 1. Limits: Expansion area and existing production areas only as required on documents.

B. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction

period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

C. Partial Owner Occupancy: Owner reserves the right to occupy and to place and install equipment in

completed areas of building, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work. 1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to

be occupied before Owner occupancy. 2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy. 3. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational, and

required tests and inspections shall be successfully completed. On occupancy, Owner will provide, operate, and maintain mechanical and electrical systems serving occupied portions of building.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of building.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

ALTERNATES 01230 . 1

SECTION 01230 - ALTERNATES 1.1 GENERAL

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work that may be added

to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to

incorporate alternate into the Work. No other adjustments are made to the Contract Sum. B. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the

alternate into Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items

incidental to or required for a complete installation whether or not indicated as part of alternate. C. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the

status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.

D. Schedule: Where required, a Schedule of Alternates is listed on the cover sheet of the Construction

Documents. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

1.2 PRODUCTS (Not Used) 1.3 EXECUTION

A. Schedule of Alternates: See documents.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CONTRACT MODIFICATION PROCEDURES 01250 . 1

SECTION 01250 - CONTRACT MODIFICATION PROCEDURES 1.1 GENERAL

A. Coordination: Related Sections include the following:

1. Division 1 Section "Allowances" for procedural requirements for handling and processing

allowances. 2. Division 1 Section "Unit Prices" for administrative requirements for using unit prices. 3. Division 1 Section "Product Requirements" for administrative procedures for handling requests for

substitutions made after Contract award. B. Minor Changes in the Work: Architect will issue supplemental instructions authorizing Minor Changes in

the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions." form included.

C. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the

Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal Requests are for information only. Do not consider them instructions either to stop work

in progress or to execute the proposed change. 2. Within 5 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to

the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total

amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include an updated Contractor's Construction Schedule that indicates the effect of the

change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

D. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract,

Contractor may propose changes by submitting a request for a change. 1. Include a statement outlining reasons for the change and the effect of the change on the Work.

Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include an updated Contractor's Construction Schedule that indicates the effect of the change,

including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

5. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified.

E. Proposal Request Form: Use AIA Document G709 for Proposal Requests. F. Proposal Request Form: For Change Order proposals use forms provided by Owner. Sample copies are

included at end of this Section.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CONTRACT MODIFICATION PROCEDURES 01250 . 2

G. Allowance Adjustment: Base each Change Order proposal on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place. Allow for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs only where indicated as part of the allowance. 2. Prepare explanation and documentation to substantiate distribution of overhead costs and other

margins claimed. 3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to

unit-cost allowances. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

H. Submit claims for increased costs because of a change in the allowance described in the Contract

Documents, whether for the Purchase Order amount or Contractor's handling, labor, installation, overhead, and profit. Submit claims within 15 days of receipt of the Change Order or Construction Change Directive authorizing work to proceed. Owner will reject claims submitted later than 30 days after such authorization. 1. Do not include Contractor's or sub-contractor indirect expense in the Change Order cost amount

unless the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents.

2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated.

I. Change Order Procedures: On Owner's approval of a Proposal Request, Architect will issue a Change

Order for signatures of Owner and Contractor on AIA Document G701 form included. J. Construction Change Directive: Architect may issue a Construction Change Directive on AIA

Document G714 form included. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. Construction Change Directive contains a complete description of change in the Work. It also

designates method to be followed to determine change in the Contract Sum or the Contract Time. 2. Documentation: Maintain detailed records on a time and material basis of work required by the

Construction Change Directive. a. After completion of change, submit an itemized account and supporting data necessary to

substantiate cost and time adjustments to the Contract. 1.2 PRODUCTS (Not Used) 1.3 EXECUTION (Not Used)

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PROJECT MANAGEMENT AND COORDINATION 01310 . 1

SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION 1.1 GENERAL

A. Coordination: Coordinate construction operations included in various Sections of the Specifications to

ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation

of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors/sub contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation. 4. If necessary, prepare memoranda for distribution to each party involved, outlining special

procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. a. Prepare similar memoranda for Owner and separate contractors if coordination of their Work

is required. B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with

other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities.

C. Conservation: Coordinate construction activities to ensure that operations are carried out with

consideration given to conservation of energy, water, and materials. 1. Salvage materials and equipment involved in performance of, but not actually incorporated into the

Work. D. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum

utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. 1. Indicate relationship of components shown on separate Shop Drawings. 2. Indicate required installation sequences. 3. Refer to Division 15 Section "Basic Mechanical Materials and Methods" and Division 16 Section

"Basic Electrical Materials and Methods" for specific Coordination Drawing requirements for mechanical and electrical installations.

E. Project Meetings, General: Schedule and conduct meetings and conferences at Project site, unless

otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of

date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes

to everyone concerned, including Owner and Architect, within 3 days of the meeting.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PROJECT MANAGEMENT AND COORDINATION 01310 . 2

F. Preconstruction Conference: As directed by Panera Project Manager, schedule a pre-construction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. 1. Attendees: Authorized representatives of Owner and Contractor and its superintendent; major

subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Phasing. c. Critical work sequencing. d. Designation of responsible personnel. e. Procedures for processing field decisions and Change Orders. f. Procedures for processing Applications for Payment. g. Distribution of the Contract Documents. h. Submittal procedures. i. Preparation of Record Documents. j. Use of the premises. k. Responsibility for temporary facilities and controls. l. Parking availability. m. Office, work, and storage areas. n. Equipment deliveries and priorities. o. First aid. p. Security. q. Progress cleaning. r. Working hours.

G. Preinstallation Conferences: As directed by Panera Project Manager, conduct a pre-installation

conference at Project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by

the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. c. Related Change Orders. d. Purchases. e. Deliveries. f. Submittals. g. Review of mockups. h. Possible conflicts. i. Compatibility problems. j. Time schedules. k. Weather limitations. l. Manufacturer's written recommendations. m. Warranty requirements. n. Compatibility of materials. o. Acceptability of substrates. p. Temporary facilities and controls. q. Space and access limitations. r. Regulations of authorities having jurisdiction. s. Testing and inspecting requirements. t. Required performance results. u. Protection of construction and personnel.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PROJECT MANAGEMENT AND COORDINATION 01310 . 3

3. Record significant conference discussions, agreements, and disagreements. 4. Do not proceed with installation if the conference cannot be successfully concluded. Initiate

whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

H. Progress Meetings: As directed by Panera Project Manager, conduct progress meetings at weekly

intervals. Coordinate dates of meetings with preparation of payment requests. 1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor,

supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine

whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Hazards and risks. 11) Progress cleaning. 12) Quality and work standards. 13) Change Orders. 14) Documentation of information for payment requests.

3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have

been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. a. Schedule Updating: Revise Contractor's Construction Schedule after each progress

meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

1.2 PRODUCTS (Not Used) 1.3 EXECUTION (Not Used)

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CONSTRUCTION PROGRESS DOCUMENTATION 01320 . 1

SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION 1.1 GENERAL

A. Submittals: Submit the following:

1. Submittals Schedule: Submit three copies of schedule. Arrange the following information in a

tabular format: a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal category (action or informational). d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Architect's final release or approval.

2. Contractor's Construction Schedule: Submit (2) two printed copies of initial schedule, one a

reproducible print and one a blue- or black-line print, large enough to show entire schedule for entire construction period.

3. Daily Construction Reports: Submit (2) two copies at weekly intervals. 4. Field Condition Reports: Submit (2) two copies at time of discovery of differing conditions.

B. Coordination: Coordinate preparation and processing of schedules and reports with performance of

construction activities and with scheduling and reporting of separate contractors. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties involved. 2. Coordinate each construction activity with other activities and schedule them in proper sequence.

1.2 PRODUCTS

A. Submittals Schedule: Submit a schedule of submittals, arranged in chronological order by dates required

by construction schedule. Include time required for review, re-submittal, ordering, manufacturing, fabrication, and delivery when establishing dates. 1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values and Contractor's

Construction Schedule. 2. Submit concurrently with the first complete submittal of Contractor's Construction Schedule.

B. Contractor's Construction Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-

type, Contractor's Construction Schedule within 10 days of date established for commencement of the Work. 1. Preparation: Indicate each significant construction activity separately. Identify first workday of each

week with a continuous vertical line. 2. Time Frame: Extend schedule from date established for commencement of the Work to date of

Substantial Completion. 3. Contract completion date shall not be changed by submission of a schedule that shows an early

completion date, unless specifically authorized by Change Order.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CONSTRUCTION PROGRESS DOCUMENTATION 01320 . 2

4. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following: a. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically

allowed by Architect. b. Procurement Activities: Include procurement process activities for long lead items and

major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

c. Submittal Review Time: Include review and re-submittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

d. Startup and Testing Time: Include not less than 20 days for startup and testing. e. Substantial Completion: Indicate completion in advance of date established for Substantial

Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.

5. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as

follows in schedule, and show how the sequence of the Work is affected. a. Phasing: Arrange list of activities on schedule by phase. b. Work by Owner: Include a separate activity for each portion of the Work performed by

Owner. c. Work Restrictions: Show the effect on the schedule of limitations of continued occupancies,

uninterruptible services, use of premises restrictions, and provisions for future construction. d. Work Stages: Indicate important stages of construction for each major portion of the Work.

6. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not

limited to, the Notice to Proceed, interim milestones indicated below, Substantial Completion, and Final Completion.

7. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis to demonstrate the effect of the proposed change on the overall project schedule.

C. Daily Construction Reports: Prepare a daily construction report recording events at Project site, including

list of subcontractors; high and low temperatures and general weather conditions; accidents; stoppages, delays, shortages, and losses; meter readings; orders and requests of authorities having jurisdiction; and equipment or system tests and startups. Each daily report shall be signed by Construction Manager or his representative.

D. Field Condition Reports: Immediately on discovery of a difference between field conditions and the

Contract Documents, prepare a detailed report. Submit with a request for information [on CSI Form 13.2A]. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

1.3 EXECUTION

A. Contractor's Construction Schedule Updating: At bi-monthly intervals, update schedule to reflect actual

construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been

recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to,

changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CONSTRUCTION PROGRESS DOCUMENTATION 01320 . 3

4. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. a. Post copies in Project meeting rooms and temporary field offices. b. When revisions are made, distribute updated schedules to the same parties and post in the

same locations.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

SUBMITTAL PROCEDURES 01330 . 1

SECTION 01330 - SUBMITTAL PROCEDURES 1.1 GENERAL

A. Definitions: As follows:

1. Action Submittals: Written and graphic information that requires Architect's responsive action. 2. Informational Submittals: Written information that does not require Architect's approval. Submittals

may be rejected for not complying with requirements. B. Coordination: Coordinate preparation and processing of submittals with performance of construction

activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and

related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing

will not be delayed because of need to review submittals concurrently for coordination. a. Architect/Owner reserves the right to withhold action on a submittal requiring coordination

with other submittals until related submittals are received. C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress

Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

D. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows.

Time for review shall commence on Architect's/Owner’s receipt of submittal. 1. Initial Review: Allow 7 days for initial review of each submittal. Allow additional time if processing

must be delayed to permit coordination with subsequent submittals. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

2. Allow 7 days for processing each re-submittal. E. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's

review and approval markings and action taken by Architect/Owner. 3. Include the following information on label for processing and recording action taken:

a. Project name. b. Date. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Unique identifier, including revision number. i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Other necessary identification.

F. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on

submittals.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

SUBMITTAL PROCEDURES 01330 . 2

G. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal. 1. Additional copies submitted for maintenance manuals will be marked with action taken and will be

returned. H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit

each submittal using a transmittal form. Architect will discard submittals received from sources other than Contractor.

I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators,

installers and authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

J. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection

with construction. 1.2 PRODUCTS

A. Action Submittals: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. Architect

will return two copies. Mark up and retain one returned copy as a Project Record Document. 2. Product Data: Collect information into a single submittal for each element of construction and type

of product or equipment. a. If information must be specially prepared for submittal because standard printed data are

not suitable for use, submit as Shop Drawings, not as Product Data. b. Mark each copy of each submittal to show which products and options are applicable. c. Include the following information, as applicable:

1) Manufacturer's written recommendations. 2) Manufacturer's product specifications. 3) Manufacturer's installation instructions. 4) Manufacturer's catalog cuts. 5) Wiring diagrams showing factory-installed wiring. 6) Printed performance curves. 7) Operational range diagrams. 8) Compliance with recognized trade association standards. 9) Compliance with recognized testing agency standards.

3. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop

Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing-in and setting diagrams. e. Shop work manufacturing instructions. f. Templates and patterns. g. Schedules. h. Notation of coordination requirements. i. Notation of dimensions established by field measurement. j. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring. k. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop

Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches. 4. Coordination Drawings: Comply with requirements in Division 1 Section "Project Management and

Coordination."

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

SUBMITTAL PROCEDURES 01330 . 3

5. Samples: Prepare physical units of materials or products, including the following:

a. Comply with requirements in Division 1 Section "Quality Requirements" for mockups. b. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or

sections of units showing the full range of colors, textures, and patterns available. c. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from

the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected.

d. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated. Prepare Samples to match Architect's sample where so indicated. Attach label on unexposed side.

e. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed.

f. Number of Samples for Initial Selection: Submit three full set[s] of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected.

g. Number of Samples for Verification: Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned.

h. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

6. Product Schedule or List: Prepare a written summary indicating types of products required for the

Work and their intended location. 7. Delegated-Design Submittal: Comply with requirements in Division 1 Section "Quality

Requirements." 8. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress

Documentation." 9. Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures." 10. Schedule of Values: Comply with requirements in Division 1 Section "Payment Procedures." 11. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each

portion of the Work, including those who are to furnish products or equipment fabricated to a special design. [Use CSI Form 1.5A.]

B. Informational Submittals: Prepare and submit Informational Submittals required by other Specification

Sections. 1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. Architect will

not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of Contractor,

testing agency, or design professional responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of the company.

3. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements."

4. Contractor's Construction Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation."

5. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified.

6. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements.

7. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

8. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

SUBMITTAL PROCEDURES 01330 . 4

9. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required.

10. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements.

11. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

12. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

13. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

14. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.

15. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section "Closeout Procedures."

16. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

17. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

18. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections.

19. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.

20. Construction Photographs: Comply with requirements in Division 1 Section "Construction Progress Documentation."

1.3 EXECUTION

A. Contractor's Review: Review each submittal and check for compliance with the Contract Documents.

Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Architect's Action: Architect will not review submittals that do not bear Contractor's approval stamp and will

return them without action. 1. Action Submittals: Architect will review each submittal, make marks to indicate corrections or

modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: a. Reviewed, revise and resubmit furnish corrected, rejected.

2. Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.

3. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

QUALITY REQUIREMENTS 01400 . 1

SECTION 01400 - QUALITY REQUIREMENTS 1.1 GENERAL

A. Testing and inspecting services are required to verify compliance with requirements specified or indicated.

These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Quality-control services do not include contract enforcement activities performed by Architect.

B. Delegated-Design Performance and Design Criteria: Where professional design services or certifications

by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written

request for additional information to Architect. C. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals,

submit a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

D. Reports: Prepare and submit certified written reports that include the following:

1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Ambient conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract

Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and re-inspecting.

E. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications,

inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

F. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this

Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

G. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer

who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

H. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in

material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

I. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those

indicated for this Project and with a record of successful in-service performance.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

QUALITY REQUIREMENTS 01400 . 2

J. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in

jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or products that are similar to those indicated for this Project in material, design, and extent.

K. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and

inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed.

L. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will

engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies

engaged and a description of the types of testing and inspecting they are engaged to perform. 2. Costs for retesting and re-inspecting construction that replaces or is necessitated by work that

failed to comply with the Contract Documents will be charged to Contractor[, and the Contract Sum will be adjusted by Change Order].

M. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and

required by authorities having jurisdiction. 1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to

perform these quality-control services. a. Contractor shall not employ the same entity engaged by Owner, unless agreed to in writing

by Owner. 2. Notify testing agencies at least (24) twenty- four hours in advance of time when Work that requires

testing or inspecting will be performed. 3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written

report, in duplicate, of each quality-control service. 4. Testing and inspecting requested by Contractor and not required by the Contract Documents are

Contractor's responsibility. 5. Submit additional copies of each written report directly to authorities having jurisdiction, when they

so direct. N. Special Tests and Inspections: Owner will engage a testing agency to conduct special tests and

inspections required by authorities having jurisdiction as the responsibility of Owner. 1. Testing agency will notify Architect and Contractor promptly of irregularities and deficiencies

observed in the Work during performance of its services. 2. Testing agency will submit a certified written report of each test, inspection, and similar quality-

control service to Architect with copy to Contractor and to authorities having jurisdiction. 3. Testing agency will submit a final report of special tests and inspections at Substantial Completion,

which includes a list of unresolved deficiencies. 4. Testing agency will interpret tests and inspections and state in each report whether tested and

inspected work complies with or deviates from the Contract Documents. 5. Testing agency will retest and re-inspect corrected work.

O. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to

inspect field-assembled components and equipment installation, including service connections. Report results in writing.

P. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's

responsibility, provide quality-control services, including retesting and re-inspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents.

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QUALITY REQUIREMENTS 01400 . 3

Q. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during

performance of its services. 2. Interpret tests and inspections and state in each report whether tested and inspected work complies

with or deviates from requirements. 3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control

service through Contractor. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or

accept any portion of the Work. 5. Do not perform any duties of Contractor.

R. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-

control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting.

Assist agency in obtaining samples. 4. Facilities for storage and field-curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site.

S. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-

control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities.

1.2 PRODUCTS (Not Used) 1.3 EXECUTION

A. Repair and Protection: On completion of testing, inspecting, sample taking, and similar services, repair

damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Sections of these

Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching.

2. Protect construction exposed by or for quality-control service activities. 3. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility

for quality-control services.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

REFERENCES 01420 . 1

SECTION 01420 - REFERENCES 1.1 GENERAL

A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved," when used in conjunction with Architect's action on Contractor's submittals, applications, and

requests, is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by

Architect, requested by Architect, and similar phrases. D. "Indicated" refers to graphic representations, notes, or schedules on Drawings; or to other paragraphs or

schedules in Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference.

E. "Regulations" include laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction,

as well as rules, conventions, and agreements within the construction industry that control performance of the Work.

F. "Furnish" means to supply and deliver to Project site, ready for unloading, unpacking, assembly,

installation, and similar operations. G. "Install" describes operations at Project site including unloading, temporary storage, unpacking,

assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.

H. "Provide" means to furnish and install, complete and ready for the intended use. I. "Installer" is Contractor or another entity engaged by Contractor, as an employee, subcontractor, or

contractor of lower tier, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. The term "experienced," when used with the term "installer," means having successfully completed

a minimum of five previous projects similar in size and scope to this Project; being familiar with the special requirements indicated; and having complied with requirements of authorities having jurisdiction.

2. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades people of the corresponding generic name.

J. "Project site" is the space available for performing construction activities, either exclusively or in

conjunction with others performing other work as part of Project. The extent of Project site is shown on the Drawings and may or may not be identical with the description of the land on which Project is to be built.

K. Industry Standards: Unless the Contract Documents include more stringent requirements, applicable

construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

L. Publication Dates: Comply with standards in effect as of the date of the Contract Documents. M. Conflicting Requirements: Where compliance with two or more standards is specified and the standards

establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

REFERENCES 01420 . 2

1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of the requirements. Refer uncertainties to Architect for a decision before proceeding.

N. Copies of Standards: Copies of applicable standards are not bound with the Contract Documents. Where

copies of standards are needed to perform a required construction activity, obtain copies directly from the publication source and make them available on request.

O. Abbreviations and Names: Abbreviations and acronyms are frequently used in the Specifications and

other Contract Documents to represent the name of a trade association, standards-developing organization, and authorities having jurisdiction, or other entity in the context of referencing a standard or publication. Where abbreviations and acronyms are used in the Specifications or other Contract Documents, they mean the recognized name of these entities. Refer to Gale Research's "Encyclopedia of Associations" or Columbia Books' "National Trade & Professional Associations of the U.S.," which are available in most libraries.

1.2 PRODUCTS (Not Used) 1.3 EXECUTION (Not Used)

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TEMPORARY FACILITIES AND CONTROLS 01500 . 1

SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS 1.1 GENERAL

A. Definition of Permanent Enclosure: As determined by Architect, permanent or temporary roofing is

complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures.

B. Use Charges: Cost or use charges for temporary facilities are not chargeable to Owner or Architect and

shall be included in the Contract Sum. Allow other Owner's construction forces, occupants of Project, Architect, testing agencies, and personnel of authorities having jurisdiction.

C. Temporary Utility Reports: Submit reports of tests, inspections, meter readings, and similar procedures

performed on temporary utilities. D. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241.

1. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary

electric service. Install service to comply with NFPA 70. E. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility

before use. Obtain required certifications and permits. F. Temporary Utilities: At earliest feasible time, when acceptable to Owner, change over from use of

temporary service to use of permanent service. 1. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume

responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

G. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties

engaged in the Work: 1. Keep temporary services and facilities clean and neat. 2. Relocate temporary services and facilities as required by progress of the Work.

1.2 PRODUCTS

A. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing agent as indicated

or a combination of extinguishers of NFPA-recommended classes for exposures. 1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by

location and class of fire exposure. B. Self-Contained Toilet Units: Single-occupant units of chemical, aerated re-circulation or combustion type;

vented; fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material. C. Drinking-Water Fixtures: Drinking-water fountains, including paper cup supply.

1. Where power is accessible, provide electric water coolers to maintain dispensed water temperature

at 45 to 55 deg F. D. Heating Equipment: Unless Owner authorizes use of permanent heating system; provide vented, self-

contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is

prohibited.

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TEMPORARY FACILITIES AND CONTROLS 01500 . 2

2. Heating Units: Listed and labeled, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use for type of fuel being consumed.

E. Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-V plugs

into higher-voltage outlets; equipped with ground-fault circuit interrupters, reset button, and pilot light. F. Power Distribution System Circuits: Where permitted and overhead and exposed for surveillance, wiring

circuits, not exceeding 125-V ac, 20-A rating, and lighting circuits may be nonmetallic sheathed cable. 1.3 EXECUTION

A. Temporary Fire Protection: Until fire-protection needs are supplied by permanent facilities, install

and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. a. Provide fire extinguishers, installed on walls on mounting brackets, visible and accessible

from space being served, with sign mounted above. 1) Locate fire extinguishers where convenient and effective for their intended purpose;

provide not less than one extinguisher on each floor at or near each usable stairwell. B. Temporary Facility Changeover: Except for using permanent fire protection as soon as available, do not

change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.

C Termination and removal at Substantial Completion clean and renovate permanent facilities used during

construction period. Comply with final cleaning requirements in Division 1 Section "Closeout Procedures."

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PRODUCT REQUIREMENTS 01600 . 1

SECTION 01600 - PRODUCT REQUIREMENTS 1.1 GENERAL

A. Definitions: As follows: B.

1. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken

from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. a. Named Products: Items identified by manufacturer's product name, including make or

model number or other designation, shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.

b. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products.

c. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.

2. Substitutions: Changes in products, materials, equipment, and methods of construction from those

required by the Contract Documents and proposed by Contractor. 3. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and

accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers.

4. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.

5. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner.

B. Substitution Requests: Submit three copies of each request for consideration. Identify product or

fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Substitution Request Form: Use CSI Form 13.1A form provided at end of Section. 2. Documentation: Show compliance with requirements for substitutions and the following, as

applicable: a. Statement indicating why specified material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to

accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitution with those of the Work

specified. d. Product Data, including drawings and descriptions of products and fabrication and

installation procedures. e. Samples, where applicable or requested. f. List of similar installations for completed projects with project names and addresses and

names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results

for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building code in effect for Project,

from a model code organization acceptable to authorities having jurisdiction. i. Detailed comparison of Contractor's Construction Schedule using proposed substitution with

products specified for the Work, including effect on the overall Contract Time. j. Cost information, including a proposal of change, if any, in the Contract Sum.

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PRODUCT REQUIREMENTS 01600 . 2

k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated.

l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for

evaluation within one week of receipt of a request for substitution. Architect will notify Contractor through Construction Manager of acceptance or rejection of proposed substitution within 7 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. a. Form of Acceptance: Change Order. b. Use product specified if Architect cannot make a decision on use of a proposed substitution

within time allocated. C. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1 Section

"Submittal Procedures." Show compliance with requirements. D. Compatibility of Options: If Contractor is given option of selecting between two or more products for use

on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options.

E. Product Delivery, Storage, and Handling: Use means and methods that will prevent damage, deterioration,

and loss, including theft. Comply with manufacturer's written instructions. 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of

construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are

flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed

container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected.

5. Store products to allow for inspection and measurement of quantity or counting of units. 6. Store materials in a manner that will not endanger Project structure. 7. Store products that are subject to damage by the elements, under cover in a weathertight enclosure

above ground, with ventilation adequate to prevent condensation. 8. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and

weather-protection requirements for storage. 9. Protect stored products from damage.

F. Product Warranties: Warranties specified in other Sections shall be in addition to, and run concurrent with,

other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Special Warranties: Prepare a written document that contains appropriate terms and identification,

ready for execution. Submit a draft for approval before final execution. a. Manufacturer's Standard Form: Modified to include Project-specific information and properly

executed. b. Specified Form: Forms are included with the Specifications. Prepare a written document

using appropriate form properly executed. c. Refer to Divisions 2 through 16 Sections for specific content requirements and particular

requirements for submitting special warranties. 2. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures."

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PRODUCT REQUIREMENTS 01600 . 3

1.2 PRODUCTS

A. General Product Requirements: Provide products that comply with the Contract Documents, that are

undamaged, and unless otherwise indicated, that are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a

complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified,

provide standard products of types that have been produced and used successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is Architect's. 6. Descriptive, performance, and reference standard requirements in the Specifications establish

"salient characteristics" of products. B. Product Selection Procedures: Procedures for product selection include the following:

1. Product: Where Specification paragraphs or subparagraphs titled "Product" name a single product and manufacturer, provide the product named.

2. Manufacturer/Source: Where Specification paragraphs or subparagraphs titled "Manufacturer" or "Source" name single manufacturers or sources, provide a product by the manufacturer or from the source named that complies with requirements.

3. Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of names of both products and manufacturers, provide one of the products listed that complies with requirements.

4. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements.

5. Available Products: Where Specification paragraphs or subparagraphs titled "Available Products" introduce a list of names of both products and manufacturers, provide one of the products listed or another product that complies with requirements. Comply with provisions in "Comparable Products" Paragraph to obtain approval for use of an unnamed product.

6. Available Manufacturers: Where Specification paragraphs or subparagraphs titled "Available Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed or another manufacturer that complies with requirements. Comply with provisions in "Comparable Products" Paragraph to obtain approval for use of an unnamed product.

7. Product Options: Where Specification paragraphs titled "Product Options" indicate that size, profiles, and dimensional requirements on Drawings are based on a specific product or system, provide either the specific product or system indicated or a comparable product or system by another manufacturer. Comply with provisions in "Product Substitutions" Paragraph.

8. Basis-of-Design Products: Where Specification paragraphs or subparagraphs titled "Basis-of-Design Product[s]" are included and also introduce or refer to a list of manufacturers' names, provide either the specified product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with provisions in "Comparable Products" Paragraph to obtain approval for use of an unnamed product.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PRODUCT REQUIREMENTS 01600 . 4

9. Visual Matching Specification: Where Specifications require matching an established Sample, select a product (and manufacturer) that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches satisfactorily.

a. If no product available within specified category matches satisfactorily and complies with

other specified requirements, comply with provisions of the Contract Documents on "substitutions" for selection of a matching product.

10. Visual Selection Specification: Where Specifications include the phrase "as selected from

manufacturer's colors, patterns, and textures" or a similar phrase, select a product (and manufacturer) that complies with other specified requirements. a. Standard Range: Where Specifications include the phrase "standard range of colors,

patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that does not include premium items.

b. Full Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that includes both standard and premium items.

C. Product Substitutions: Architect will consider requests for substitution if received within 7 days after

commencement of the Work. Requests received after that time may be considered or rejected at discretion of Architect. 1. Conditions: Architect will consider Contractor's request for substitution when the following

conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution offers Owner a substantial advantage in cost, time, energy

conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services.

b. Requested substitution does not require extensive revisions to the Contract Documents. c. Requested substitution is consistent with the Contract Documents and will produce indicated

results. d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's Construction Schedule. f. Requested substitution has received necessary approvals of authorities having jurisdiction. g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work. i. Requested substitution provides specified warranty.

D. Comparable Products: Where products or manufacturers are specified by name, submit the following, in

addition to other required submittals, to obtain approval of an unnamed product: 1. Evidence that the proposed product does not require extensive revisions to the Contract

Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work.

2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated.

3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and

addresses of architects and owners, if requested. 5. Samples, if requested.

1.3 EXECUTION (Not Used)

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

OWNER FURNISHED EQUIPMENT AND FURNISHINGS 01640.1

SECTION 01640 OWNER FURNISHED EQUIPMENT AND FURNISHINGS PART 1 GENERAL 1.01 Requirements: A. Owner shall furnish food service equipment shown on equipment drawings including, but not limited

to, kitchen equipment, stainless steel tables, shelves, and walk-in freezer/cooler, and remote roof top refrigeration units. The equipment supplier will uncrate (off-site), receive, and set in place the food service equipment. The G.C. is responsible for receiving and installing walk-in freezer/cooler and remote roof top refrigeration units. G.C. is responsible for start-up and calibration of walk-ins.

B. All millwork items shown on architectural drawings excluding cabinets, casework, shelving, half wall

caps, end tables, band board (2 x 8) shall be the responsibility of the Contractor. Unless noted otherwise.

C. Illuminated Sign Package:

1. Owner’s vendor shall supply and install all exterior building signage. The Contractor will

supply all electrical service and light fixtures to these signs. D. Water filtration: Contractor shall plumb all soft water lines and stub-out for unit hook-up. Owner will

supply softener unit. E. Music, Intercom System: Owner’s agent shall supply and install complete music system. Contractor

shall supply electrical service per plans and coordinate installation with Owner’s agent. Contractor to provide adequate wood backing to install all necessary equipment. Speaker wire is to be installed as per the governing agent, i.e.: Building Department, Fire Department.

F. Point of Sale System: Owner shall provide all system equipment. Owner’s agent shall install all

equipment. Contractor shall install conduit, pull wire and coordinate installation. All cable and wiring shall be installed in separate conduit as per plan.

G. Permanent Telephones/Pay Telephone: Owner’s agent will supply and install permanent telephones

and jacks. Contractor shall supply and install (pull) all required telephone cable for said installation and coordinate with Owner’s agent. Contractor shall supply & install pay phone.

H. Soda System: Contractor shall be responsible for coordination of soda system. Note: Soda Supplier

will provide and install said system. Contractor is responsible for product line pipe chases, plumbing and electrical services per plan and coordinating installation.

I. Receiving and Unloading of Owner Furnished items:

1. Prior to delivery of Owner’s kitchen equipment, kitchen space must be 90-95% complete. Further, tile must be set and acid cleaned, FRP or tile hung and trimmed, acoustical ceiling grid complete, with drop-in light fixtures, all ductwork and a/c grills installed acoustical ceiling tiles in place and drywall ceiling finished and painted.

2. The equipment supplier shall off load all of Owner’s kitchen equipment. The Contractor shall

inventory the Owner furnished items delivered to the job site. Notify Owner’s Representative of any discrepancies or damages.

3. Contractor to provide copies of all delivery tickets, bills of lading, etc., certifying receipt of the

Owner furnished items.

4. Contractor shall unload and install Owner supplied furniture.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

OWNER FURNISHED EQUIPMENT AND FURNISHINGS 01640.2

5. Inspection of all Owner furnished items upon delivery for evidence of damage is the

responsibility of the Contractor. The contractor shall repair or replace, at no cost to the Owner, any damaged equipment received at the job site and not noted on the bill of lading.

6. The Contractor is solely responsible for care of the Owner furnished items once received until

completion of the Contract. Any loss or damage during his possession will be repaired or replaced at no cost to the Owner.

J. Submittals: The Contractor shall verify all field conditions or changes prior to installation. K. Food Service Equipment Installation:

1. The equipment supplier shall off load, store, and uncrate all food service equipment, set in place, level and scribe to walls, floor and base as required. Pull equipment tight and secure field joints, and properly dispose of all packing materials. Equipment supplier will install all wall shelving.

2. Provide silicone bead where equipment joins together or abuts wall surfaces. Color of silicone

to be clear. 3. Mounting of equipment: Equipment which is not provided with legs or casters meeting the

applicable requirements should be mounted following the method described below: Floor Mounting: Equipment designed and constructed to be mounted directly on the floor, without legs or casters, should be sealed around the entire perimeter of the equipment.

4. Installation of all food service equipment shall comply with all applicable codes and standards

required by the local health department.

5. The Contractor shall provide rough-in water, drainage and other service piping to food service equipment requiring same, capping drain outlets with suitable plugs and terminating water and other service with shut-off valves and cocks. After installation of food service equipment, Contractor shall make all final connections.

6. The Contractor shall supply one 14" diameter loop of soft copper coil at each water line for all

applicable food service equipment and related cabinetry that may need to be repositioned (pulled away from wall, for example) for maintenance or repair.

7. The Contractor shall provide rough-in electrical wiring terminated in outlet boxed adjacent to

food service equipment and, after installation of equipment, shall make all final connections. L. Casework Installation:

1. Owner’s vendor shall supply, deliver, unload and install all casework and specialty steel items shown on the plans. The package includes the 2 x 8 stained band-board for hanging menus and signage and solid maple half wall caps.

2. The Owner’s vendor will deliver this package two weeks prior to turnover. Installation will

begin at this time and will be complete within 3 days. If the Contractor has failed to complete the finish work to allow this installation at this time, the contractor accepts responsibility for its installations.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

OWNER FURNISHED EQUIPMENT AND FURNISHINGS 01640.3

M. Sign/Banner/Menus

1. G.C. shall install Owner supplied interior signs, banners and menus as indicated on drawing and the following mounting instructions and details.

N. Sealing of Penetrations:

1. The Contractor shall adequately seal with escutcheons and/or silicone all utility and service

piping and other required opening through walls and floors.

2. The Contractor shall seal conduit outlets with approved foam insulation where food service lines exit floors and walls.

O. Workmanship:

1. Graining: Where two sheet metal surfaces are butt-welded, have grain run in same direction in both sheets.

2. Fastenings: Provide bolts, nuts and screws of American Standard unified screw thread design

in stainless steel, only when sanitary fastenings are impossible. In all instances, use counter-sunk, flat or oval-head fasteners. Round-head fasteners are not acceptable. Wherever bolt threads are exposed, or may come in contact with a wiping cloth, use only chrome-plated to stainless steel acorn units.

3. Welding: All welding shall be per A.W.S. Standards by electric arc method with rod of same

composition as parts welded. Make welds complete, strong and ductile with rubble ground off and joints finished smooth, polished and re-gained. Welds shall not be visible on continuous appearance. All welding shall be of a non-toxic nature when used on surfaces exposed to un-packaged food.

4. Grinding, Polishing, And Finishing: Any material sunken or depressed by welding operation

shall be hammered and penned flush with adjacent surfaces and, if necessary, ground again to eliminate low spots. Surfaces showing evidence of warpage and/or burn discoloration due to excessive heating will not be accepted. In all cases, textures from rough grinding shall be removed by successive finer polishing operations until the grain of the entire surface is homogeneous.

P. Equipment Adjustment: The Contractor shall turn on all food service equipment; test for leaks, proper

connections, inadequate or faulty performance; adjust for proper operation. All thermostatically controlled equipment and equipment with automatic features shall be operated for a sufficient length of time to prove controls are functioning as intended. All food service plans, shop drawings and equipment brochures (equipment specification sheets) are to remain at the store and handed over to the Owner for future reference.

Q. Testing: The Contractor shall test all water and gas piping built within the food service equipment for

leaks using approved testing procedures. R. Completion:

1. The Contractor shall remove all protective covering, tags, labels, and tape on the Owner furnished items prior to turnover.

2. The Contractor shall thoroughly clean and polish all Owner furnished items.

3. The Contractor shall place protective coverings on all equipment after cleaning, until final

acceptance of the building.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

OWNER FURNISHED EQUIPMENT AND FURNISHINGS 01640.4

S. Clean-up: The contractor shall remove from the job site all crates, cartons, and other debris resulting

from this work, leaving the areas broom clean at the end of each work day. T. Contractor to provide (1) carpenter for four days after turnover for installation of miscellaneous owner

supplied equipment and small wares as deemed necessary by the store manager.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CUTTING AND PATCHING 01731.1

SECTION 01731 CUTTING AND PATCHING PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes procedural requirements for cutting and patching. B. See Division 7 Section "Through-Penetration Firestop Systems" for patching fire-rated construction. C. See Divisions 2 through 16 Sections for specific requirements and limitations applicable to cutting and

patching individual parts of the Work. D. Requirements in this Section apply to mechanical and electrical installations. See Divisions 15 and 16

Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations.

1.2 SUBMITTALS

A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before the time

cutting and patching will be performed, requesting approval to proceed. Include the following information: 1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they

cannot be avoided. 2. Changes to Existing Construction: Describe anticipated results. Include changes to structural

elements and operating components as well as changes in building's appearance and other significant visual elements.

3. Products: List products to be used and firms or entities that will perform the Work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will

be relocated and those that will be temporarily out of service. Indicate how long service will be disrupted.

6. Structural Elements: Where cutting and patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure.

7. Architect's Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and replacement of unsatisfactory work.

1.3 QUALITY ASSURANCE

A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-

carrying capacity or load-deflection ratio.

B. Operational Elements: Do not cut and patch operating elements and related components in a manner that

results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

C. Miscellaneous Elements: Do not cut and patch the following elements or related components in a manner

that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CUTTING AND PATCHING 01731.2

D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of

cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. 1. If possible, retain original Installer or fabricator to cut and patch exposed Work listed below. If it is

impossible to engage original Installer or fabricator, engage another recognized, experienced, and specialized firm.

1.4 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during

cutting and patching operations, by methods and with materials so as not to void existing warranties. PART 2 - PRODUCTS 2.1 MATERIALS

A. General: Comply with requirements specified in other Sections of these Specifications. B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that

visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will

match the visual and functional performance of existing materials. PART 3 - EXECUTION 3.1 EXAMINATION

A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be

performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including

compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide

protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining

areas. D. Existing Services: Where existing services are required to be removed, relocated, or abandoned, bypass

such services before cutting to avoid interruption of services to occupied areas.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CUTTING AND PATCHING 01731.3

3.3 PERFORMANCE

A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the

earliest feasible time, and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other

construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations,

including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and

chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where

required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed.

Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following

performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate

integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into

retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into

another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

4. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-plane surface of uniform appearance.

5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition.

D. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils,

putty, and similar items. Clean piping, conduit, and similar features before applying paint or finishing materials. Restore damaged pipe covering to its original condition.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

WARRANTIES AND BONDS 01740 . 1

SECTION 01740 WARRANTIES AND BONDS PART 1 - GENERAL 1.01 Requisite: a. Compile specified warranties and bonds. b. Compile specified service and maintenance contracts. c. Co-executive submittals to verify compliance with Contract Documents. d. Submit to Owner for review. 1.02 Submittal: A. Warranties and bonds.

1. Prepare in duplicate packets. 2. Format:

a. Size 8 1/2 inches by 11 inches, punch sheet for standard three-ring binder. b. Identify each packet with typed title “Warranties and bonds”, including:

1) Title of Project 2) Name of Contractor 3) Date of duration of warranty and bond.

B. Service and maintenance contracts executed by the respective manufacturer, supplier or subcontractor:

1. Provide two (2) original signed copies for each contract.

2. Provide the following information for each copy: a. Table of contents, typed in orderly sequence. b. Product or work item. c. Firm, with name of principal, address and telephone number. d. Scope. e. Date of beginning of service and maintenance. f. Duration of service maintenance contract. g. Information for Owner’s personnel on proper procedure in case of failure. h. Instances, which might affect the validity of the Contract. i. Contractor, name of responsible principal, address and telephone number.

C. Guarantee: Submit guarantee per attached Guarantee Form. D. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 1.03 Time of Submittals: A. For equipment for component parts of equipment put into service during progress of construction: submit

documents within ten (10) days after acceptance. B. Otherwise make submittals within ten (10) days after Substantial Completion, prior to final request for

payment. C. For items of work where acceptance is delayed materially beyond date of Substantial Completion, provide

updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period.

PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

WARRANTIES AND BONDS 01740 . 2

GUARANTEE FORM (not applicable to roof warranty, see Section 01010, 1.05.A.8) Written guarantee shall be in the following from, on the manufacturers or material supplier’s own letterhead: Guarantee for “We hereby guarantee that Which we have installed in Have been done in accordance with the Drawings and Specification and that the work as installed will fulfill the requirements included in the Specification. We agree to repair or replace any or all our work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship of material within a period of _______years from date of acceptance of the above-mentioned work by the Owner, ordinary wear and tear and usual abuse or neglect exempted. In the event or our failure to comply with the above-mentioned conditions within a reasonable period of time, as determined by and after being notified in writing by the Owner, we, collectively or separately, do hereby authorize the Owner to proceed to have said defects repaired and made good at our expense, and we will honor and pay the costs and charges therefore upon demand”. Signed

(Material Supplier or General Contractor)

Countersigned

(Contractor if for Material Supplier)

Local Representative to contract services: Name Address Phone Number

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CLOSEOUT PROCEDURES 01770 . 1

SECTION 01770 - CLOSEOUT PROCEDURES 1.1 GENERAL

A. Substantial Completion: Before requesting inspection for determining date of Substantial Completion,

complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and

reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final

certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services

and utilities. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, and similar

final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label

with manufacturer's name and model number where applicable. 7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel

of changeover in security provisions. 8. Complete startup testing of systems. 9. Submit test/adjust/balance records. 10. Terminate and remove temporary facilities from Project site, along with mockups, construction

tools, and similar elements. 11. Advise Owner of changeover in heat and other utilities. 12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

B. Substantial Completion Inspection: Submit a written request for inspection for Substantial Completion. On

receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. 1. Re-inspection: Request re-inspection when the Work identified in previous inspections as

incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion.

C. Final Completion: Before requesting final inspection for determining date of Final Completion, complete

the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed

or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest-control final inspection report and warranty. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and

systems. D. Final Completion Inspection: Submit a written request for final inspection for acceptance. On receipt of

request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Re-inspection: Request re-inspection when the Work identified in previous inspections as

incomplete is completed or corrected.

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CLOSEOUT PROCEDURES 01770 . 2

E. List of Incomplete Items (Punch List): Submit (3) three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order, starting with exterior areas first. 2. Organize items applying to each space by major element, including categories for ceiling, individual

walls, floors, equipment, and building systems. F. Project Record Documents: Do not use Project Record Documents for construction purposes. Protect

Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours.

G. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and

Shop Drawings. 1. Mark Record Prints to show the actual installation where installation varies from that shown

originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that cannot be readily

identified and recorded later. 2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between

changes for different categories of the Work at the same location. 3. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING"

in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets.

H. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract

modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be

readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment

furnished, including substitutions and product options selected. I. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data

indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows: 1. Operation Data: Include emergency instructions and procedures, system and equipment

descriptions, operating procedures, and sequence of operations. 2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance

procedures, maintenance and service schedules for preventive and routine maintenance, and copies of warranties and bonds.

3. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL," Project name, and subject matter of contents.

J. Warranties: Submit written warranties on request of Architect for designated portions of the Work where

commencement of warranties other than date of Substantial Completion is indicated. 1. Organize warranty documents into an orderly sequence based on the table of contents of the

Project Manual. 2. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thickness as

necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.

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CLOSEOUT PROCEDURES 01770 . 3

1.2 PRODUCTS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the

surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

1.3 EXECUTION

A. Demonstration and Training: Instruct Owner's personnel to adjust, operate, and maintain systems,

subsystems, and equipment not part of a system. 1. Provide instructors experienced in operation and maintenance procedures. 2. Provide instruction at mutually agreed-on times. For equipment that requires seasonal operation,

provide similar instruction at the start of each season. 3. Schedule training with Owner, through Architect, with at least (7) seven days' advance notice. 4. Coordinate instructors, including providing notification of dates, times, length of instruction, and

course content. 5. Program Structure: Develop an instruction program that includes individual training modules for

each system and equipment not part of a system, as required by individual Specification Sections. For each training module, develop a learning objective and teaching outline. Include instruction for system design and operational philosophy, review of documentation, operations, adjustments, troubleshooting, maintenance, and repair.

B. Final Cleaning: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with

local laws and ordinances and Federal and local environmental and antipollution regulations. 1. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each

surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

2. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including

landscape development areas, of rubbish, waste material, litter, and other foreign substances.

b. Sweep paved areas broom clean. Remove spills, stains, and other foreign deposits. c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface. d. Remove construction equipment and surplus material from Project site. e. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of

stains. f. Remove debris and surface dust from limited access spaces. g. Sweep concrete floors broom clean in unoccupied spaces. h. Vacuum carpet and similar soft surfaces; shampoo if visible soil or stains remain. i. Clean transparent materials, including mirrors and glass. Remove glazing compounds and

other noticeable, vision-obscuring materials. Replace chipped or broken transparent materials. Polish mirrors and glass.

j. Remove labels that are not permanent. k. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace

finishes and surfaces that cannot be satisfactorily repaired or restored. 1) Do not paint over "UL" and similar labels, including mechanical and electrical

nameplates. l. Wipe surfaces of mechanical and electrical equipment, and similar equipment. Remove

excess lubrication and foreign substances. m. Clean plumbing fixtures to a sanitary condition, free of stains. n. Replace disposable air filters and clean permanent air filters. o. Clean light fixtures, lamps, globes, and reflectors. Replace burned-out bulbs and defective

and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.

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CLOSEOUT PROCEDURES 01770 . 4

C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid Project of

rodents, insects, and other pests. Prepare a report. D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess

materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

OPERATION AND MAINTENANCE DATA 01782. 1

SECTION 01782 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes administrative and procedural requirements for preparing operation and maintenance

manuals, including the following: 1. Emergency manuals. 2. Operation manuals for systems, subsystems, and equipment. 3. Maintenance manuals for the care and maintenance of products, materials, and finishes systems

and equipment. B. See Section 01770 Closeout Procedures and Divisions 2 through 16 Sections for specific operation and

maintenance manual requirements for products in those Sections. 1.2 SUBMITTALS

A. Manual: Submit 3 copies of each manual in final form at least 15 days before final inspection. Architect

will return copy with comments within 15 days after final inspection. 1. Correct or modify each manual to comply with Architect's comments. Submit 3 copies of each

corrected manual within 15 days of receipt of Architect's comments. PART 2 - PRODUCTS 2.1 MANUALS, GENERAL

A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system

and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain a title page, table of contents, and manual contents. Exhibit ‘A’ at the end of this Section shall follow the title page immediately.

B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:

1. Subject matter included in manual. 2. Name and address of Project. The Project Name shall be as defined by Panera Bread, as listed on

the Project Record Drawings. 3. Name and address of Owner. 4. Date of submittal. 5. Name, address, and telephone number of Contractor. 6. Name and address of Architect. 7. Cross-reference to related systems in other operation and maintenance manuals.

C. Table of Contents: List each product included in manual, identified by product name, indexed to content of

volume, and cross-referenced to Specification Section number in Project Manual.

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OPERATION AND MAINTENANCE DATA 01782. 2

D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. 1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to

accommodate contents, sized to hold 8-1/2-by-11-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. a. Identify each binder on front and spine, with printed title "OPERATION AND

MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple-volume sets.

2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to

indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual.

3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment.

4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as

foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled

envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations.

2.2 EMERGENCY MANUALS

A. Content: Organize manual into a separate section for type of emergency, emergency instructions, and

emergency procedures. B. Type of Emergency: Where applicable, include instructions and procedures for each system, subsystem,

piece of equipment, and component for fire, water leak, power failure, equipment failure and chemical release or spill.

C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and similar

codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties.

D. Emergency Procedures: Include instructions on stopping, shutdown instructions for each type of

emergency, operating instructions for conditions outside normal operating limits, and required sequences for electric or electronic systems.

2.3 OPERATION MANUALS

A. Content: In addition to requirements in this Section, include operation data required in individual

Specification Sections and equipment descriptions, operating standards, operating procedures, operating logs, wiring and control diagrams, and license requirements.

B. Descriptions: Include the following:

1. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts.

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OPERATION AND MAINTENANCE DATA 01782. 3

C. Operating Procedures: Include startup, break-in, and control procedures; stopping and normal shutdown

instructions; routine, normal, seasonal, and weekend operating instructions; and required sequences for electric or electronic systems.

D. Systems and Equipment Controls: Describe sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and identify color-coding where required for identification.

2.4 PRODUCT MAINTENANCE MANUAL

A. Content: Organize manual into a separate section for each product, material, and finish. Include source

information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below.

B. Source Information: List each product included in manual, identified by product name and arranged to

match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual.

C. Product Information: Include the following, as applicable:

1. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products.

D. Maintenance Procedures: Include manufacturer's written recommendations for inspection procedures,

types of cleaning agents, methods of cleaning, schedule for cleaning and maintenance, and repair instructions.

E. Repair Materials and Sources: Include lists of materials and local sources of materials and related

services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions

that would affect validity of warranties or bonds. 2.5 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL

A. Content: For each system, subsystem, and piece of equipment not part of a system, include source

information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below.

B. Source Information: List each system, subsystem, and piece of equipment included in the manual,

identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual.

C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including

maintenance instructions, drawings and diagrams for maintenance, nomenclature of parts and components, and recommended spare parts for each component part or piece of equipment.

D. Maintenance Procedures: Include test and inspection instructions, troubleshooting guide, disassembly

instructions, and adjusting instructions, and demonstration and training videotape if available, that detail essential maintenance procedures.

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OPERATION AND MAINTENANCE DATA 01782. 4

E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment.

F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified

and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services.

G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone

number of service agent. H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions

that would affect validity of warranties or bonds. PART 3 - EXECUTION 3.1 MANUAL PREPARATION

A. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by

emergency personnel and by Owner's operating personnel for types of emergencies indicated. B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and

maintenance of each product, material, and finish incorporated into the Work. C. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data

indicating normal, abnormal, emergency operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

D. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets

pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable.

E. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate relationship of

component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of completed installation. 1. Do not use original Project Record Documents as part of operation and maintenance

manuals. F. Comply with Division 1 Section "Closeout Procedures" for the schedule for submitting operation and

maintenance documentation.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

01783 PROJECT RECORD DOCUMENTS 01783.1

SECTION 01783 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for Project Record Documents, including the following:

1. Record Drawings. 2. Record Specifications. 3. Record Product Data.

B. See Division 01 Section "Operation and Maintenance Data" for operation and maintenance manual requirements.

C. See Divisions 02 through 49 Sections for specific requirements for Project Record Documents of the Work in those Sections.

1.2 SUBMITTALS

A. Record Drawings: Process for Close Outs - As Built drawings:

1- Development Project Manager (DPM) (or CPM, if Special Projects project) shall ensure that General contractor’s as-built redlines are sent to DPM (or Coordinator for Special Projects) or directly to Architect within 7 days of construction complete. 2- Per section 3.8 in the Master Agreement, Architect to update CD's within 30 days of construction com-plete. All General Contractor revisions to be incorporated. 3- Architect to deliver the following: a)- Architect posts .zip file of revised editable .dwg ACAD files (post as three separate zip files- architecturals, MEP, and civils) and individual .dwf files (including MEPs) to appropriate Accruent folder (construction docs/ as builts). **Important: Architect to use standard drawing file naming structure. b)- Architect sends one copy of revised 1/2 sized final as-builts to DPM (for Special Projects- send to Co-ordinator). Include GC's original redlines. c)- DPM/ Coordinator to review posted drawings to ensure that GC redlines were incorporated, .dwg files are complete, and file naming convention meets Panera standards. DPM/ Coordinator also to update and attach 'As-built drawings archive form' to SLM project (see attached form as an ex-ample). d)- DPM/ Coordinator to deliver 1/2 sized CD's to Design Coordinator (Tori) to be filed.

B. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications.

C. Record Product Data: Submit one copy of each Product Data submittal.

PART 2 - PRODUCTS

2.1 RECORD DRAWINGS

A. Record Prints: Maintain one set of black-line white prints of the Contract Drawings and Shop Drawings.

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01783 PROJECT RECORD DOCUMENTS 01783.2

1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.

b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

2. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings.

3. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

4. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.

2. Record Transparencies: Organize into unbound sets matching Record Prints. Place transparencies in durable tube-type drawing containers with end caps. Mark end cap of each container with identification. If container does not include a complete set, identify Drawings included.

3. Record CAD Drawings: Organize CAD information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each CAD file.

4. Identification: As follows:

a. Project name. b. Date. c. Designation "PROJECT RECORD DRAWINGS." d. Name of Architect. e. Name of Contractor.

2.2 RECORD SPECIFICATIONS

A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.

4. Note related Change Orders and Record Drawings where applicable.

2.3 RECORD PRODUCT DATA

A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

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01783 PROJECT RECORD DOCUMENTS 01783.3

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders, Record Specifications, and Record Drawings where applicable.

2.4 MISCELLANEOUS RECORD SUBMITTALS

A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE

A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project.

B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CAST-IN-PLACE CONCRETE 03300 . 1

SECTION 03300 - CAST-IN-PLACE CONCRETE 1.1 GENERAL

A. Submittals: In addition to Product Data, submit design mixes. B. Quality Assurance: Comply with ACI 301, "Specification for Structural Concrete," and ACI 117,

"Specifications for Tolerances for Concrete Construction and Materials." 1. Installer Qualifications: An experienced installer who has completed concrete Work similar in

material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.

2. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment.

1.2 PRODUCTS

A. Steel Reinforcement: As follows:

1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed or as drawn. 2. Plain-Steel Wire: ASTM A 82 or as drawn. 3. Plain-Steel Welded Wire Fabric: ASTM A 185, flat sheets or as drawn.

B. Concrete Materials: As follows:

1. Portland Cement: ASTM C 150, Type I or II. 2. Aggregate: ASTM C 33, uniformly graded, from a single source. 3. Water: ASTM C 94. 4. Air-Entraining Admixture: ASTM C 260. 5. Water-Reducing Admixture: ASTM C 494, Type A. 6. High-Range, Water-Reducing Admixture: ASTM C 494, Type F. 7. Water-Reducing and Accelerating Admixture: ASTM C 494, Type E. 8. Water-Reducing and Retarding Admixture: ASTM C 494, Type D. 9. Synthetic Fiber: Fibrillated or monofilament polypropylene fibers engineered and designed for use

in concrete, complying with ASTM C 1116, Type III, 1/2 to 1-1/2 inches long. C. Related Materials: As follows:

1. Vapor Retarder: ASTM E 1745, Class C, not less than 7.8 mils thick; or polyethylene sheet,

ASTM D 4397, not less than 10 mils thick. 2. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or self-

expanding cork. D. Curing Materials: As follows:

1. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing

approximately 9 oz./sq. yd. dry. 2. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet. 3. Clear, Solvent-Borne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B. 4. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B.

E. Concrete Mixes: Prepare design mixes, proportioned according to ACI 211.1 and ACI 301, with the

following properties: 1. Compressive Strength (28 Days): As noted on the drawings 2. Slump: 4 inches. 3. Air Content: As noted on the drawings.

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CAST-IN-PLACE CONCRETE 03300 . 2

F. Synthetic Fiber: Uniformly disperse in concrete mix at manufacturer's recommended rate, but not less than 1 lb/cu. yd.

G. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94 and

ASTM C 1116. H. Project-Site Mixing: Not allowed.

1.3 EXECUTION

A. Design, construct, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical,

lateral, static, and dynamic loads, and construction loads that might be applied, until concrete structure can support such loads.

B. Place and secure anchorage devices and other embedded items required for adjoining work that is

attached to or supported by cast-in-place concrete. Use Setting Drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

C. Leave formwork, for beam soffits, joists, slabs, and other structural elements, that supports weight of

concrete in place until concrete has achieved 28-day design compressive strength. D. Vapor Retarder: Place, protect, and repair vapor-retarder sheets according to ASTM E 1643. E. Steel Reinforcement: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and

supporting reinforcement. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing

concrete. F. Joints: Locate and install construction, isolation, and contraction joints. G. Concrete Placement: Deposit concrete continuously and avoid segregation. Deposit concrete in forms in

horizontal layers no deeper than 24 inches, avoiding cold joints. 1. Consolidate concrete with mechanical vibrating equipment. 2. Screed and initial-float concrete floors and slabs using bull floats or darbies to form a uniform and

open-textured surface plane, free of humps or hollows, before excess moisture or bleed water appears on the surface. Do not further disturb slab surfaces before starting finishing operations.

3. Comply with ACI 306.1 for cold-weather concrete placement. 4. Place concrete according to recommendations in ACI 305R when hot-weather conditions exist.

H. Finish formed surfaces as follows:

1. Apply smooth-rubbed finish to smooth-formed finished concrete surfaces indicated or exposed to

public view. I. Finishing Floors and Slabs: Comply with recommendations in ACI 302.1R for screeding, restraightening,

and finishing operations for concrete surfaces to receive floor finishes. 1. Broom Finish: Apply a broom finish to exterior concrete, brooming with fiber-bristle broom

perpendicular to main traffic route, to platforms, steps, and ramps, and elsewhere as indicated. J. Concrete Protection and Curing: Protect concrete from excessive cold or hot temperatures. Comply with

ACI 306.1 for cold-weather protection and with recommendations in ACI 305R for hot-weather protection during curing. 1. Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause

excessive moisture loss. 2. Begin curing after finishing concrete but not before free water has disappeared from concrete

surface.

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3. Cure formed and unformed concrete for at least seven days by moisture curing, moisture-retaining-cover curing, or curing compound.

4. Cure and seal floors and slabs with a curing and sealing compound according to manufacturer's written instructions.

K. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace

concrete that cannot be repaired and patched to Architect's approval.

END OF SECTION

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UNIT MASONRY ASSEMBLIES 04810.1

SECTION 04810 - UNIT MASONRY ASSEMBLIES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes unit masonry assemblies consisting of the following:

1. Concrete masonry units (CMUs). 2. Decorative concrete masonry units. 3. Face brick.

B. See Division 5 Section "Metal Fabrications" for furnishing steel lintels and shelf angles for unit masonry.

C. See Division 7 Section "Sheet Metal Flashing and Trim" for furnishing manufactured reglets installed in masonry joints for metal flashing.

D. Note this section describes several systems / conditions that do not apply to this project and can be disregarded.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: For reinforcing steel. Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, "Details and Detailing of Concrete Reinforcement."

C. Samples for each type and color of exposed masonry units and colored mortars.

D. Material Certificates: For each type of product indicated. Include statements of material properties indicating compliance with requirements including compliance with standards and type designations within standards.

1. For masonry units include material test reports substantiating compliance with requirements.

E. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients.

1.3 QUALITY ASSURANCE

A. Provide certifications for all masonry units describing allowance for standards as follows:

1. Clay Masonry Unit Test: For each type of unit required, per ASTM C 67. 2. Concrete Masonry Unit Test: For each type of unit required, per ASTM C 140. 3. Mortar Test (Property Specification): For each mix required, per ASTM C 780. 4. Grout Test (Compressive Strength): For each mix required, per ASTM C 1019.

B. Fire-Resistance Ratings: Where indicated, provide materials and construction identical to those of assemblies with fire-resistance ratings determined per ASTM E 119 by a testing and inspecting agency, by equivalent concrete masonry thickness, or by other means, as acceptable to authorities having jurisdiction.

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C. Sample Panels: Build sample panels to verify selections made under sample submittals and to demonstrate aesthetic effects.

1.4 PROJECT CONDITIONS

A. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

B. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.

2. Products: Subject to compliance with requirements, provide one of the products specified. 3. Available Manufacturers: Subject to compliance with requirements, manufacturers offering

products that may be incorporated into the Work include, but are not limited to, manufacturers specified.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified.

2.2 COLORS, TEXTURES, AND PATTERNS

A. Exposed Masonry Units: As selected from manufacturer’s full range of standard colors/textures.

2.3 CONCRETE MASONRY UNITS (CMUs)

A. Shapes: Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions.

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B. Integral Water Repellent: Provide units made with liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength for exposed units.

1. Products:

a. Addiment Incorporated; Block Plus W-10. b. Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Dry-Block. c. Master Builders, Inc.; Rheopel.

C. Concrete Masonry Units: ASTM C 90.

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 1900 psi.

2. Weight Classification: Normal weight. 3. Pattern and Texture for Decorative Units: (Refer to drawings for location of patterns.

D. Concrete Building Brick: ASTM C 55.

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 3500 psi.

2. Weight Classification: Normal weight.

2.4 CONCRETE AND MASONRY LINTELS

A. Concrete Lintels: Precast units matching concrete masonry units and with reinforcing bars indicated or required to support loads indicated.

2.5 BRICK

A. General: Provide shapes indicated and as follows:

1. For ends of sills and caps and for similar applications that would otherwise expose unfinished brick surfaces, provide units without cores or frogs and with exposed surfaces finished.

2. Provide special shapes for applications where shapes produced by sawing would result in sawed surfaces being exposed to view.

B. Face Brick: ASTM C 216 Grade SW

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 3000 psi.

2. Initial Rate of Absorption: Less than 30 g/30 sq. in. per minute when tested per ASTM C 67. 3. Efflorescence: Provide brick that has been tested according to ASTM C 67 and is rated "not

effloresced." 4. Surface Coating: Brick with colors or textures produced by application of coatings shall withstand

50 cycles of freezing and thawing per ASTM C 67 with no observable difference in the applied finish when viewed from 10 feet.

5. Size (Modular so that 3 courses high = 8” and 3 course wide = 24”)(Actual Dimensions): 3-5/8 inches wide by 2-1/4 inches high by 7-5/8 inches long].

2.6 MORTAR AND GROUT MATERIALS

A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction.

B. Hydrated Lime: ASTM C 207, Type S.

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C. Masonry Cement: ASTM C 91

1. Products as below or approved equal:

a. Capital Materials Corporation; Flamingo Color Masonry Cement. b. Essroc, Italcementi Group; Brixment or Velvet. c. Holcim (US) Inc.; Mortamix Masonry Cement Rainbow Mortamix Custom Buff Masonry

Cement White Mortamix Masonry Cement. d. Lafarge North America Inc.; Magnolia Masonry Cement Lafarge Masonry Cement Florida

Super Masonry Trinity Super White Masonry Type S Trinity White Masonry Type N. e. Lehigh Cement Company; Lehigh Masonry Cement Lehigh White Masonry Cement. f. National Cement Company, Inc.; Coosa Masonry Cement.

D. Mortar Pigments: Iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortar.

1. Products as below or approved equal:

a. Bayer Corporation, Industrial Chemicals Div.; Bayferrox Iron Oxide Pigments. b. Davis Colors; True Tone Mortar Colors. c. Solomon Grind-Chem Services, Inc.; SGS Mortar Colors.

E. Colored Cement Product: Packaged blend made from portland cement and lime or masonry cement and mortar pigments, all complying with specified requirements, and containing no other ingredients.

1. Formulate blend as required to produce color indicated or, if not indicated, as selected from manufacturer's standard colors.

2. Products as below or approved equal:

a. Colored Portland Cement-Lime Mix:

1) Capital Materials Corporation; Riverton Portland Cement Lime Custom Color. 2) Holcim (US) Inc.; Rainbow Mortamix Custom Color Cement/Lime. 3) Lafarge North America Inc.; Eaglebond. 4) Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement.

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b. Colored Masonry Cement:

1) Capital Materials Corporation; Flamingo Color Masonry Cement. 2) Essroc, Italcementi Group; Brixment-in-Color. 3) Holcim (US) Inc.; Rainbow Mortamix Custom Color Masonry Cement. 4) Lafarge North America Inc.; Florida Custom Color Masonry or Magnolia Masonry

Cement. 5) Lehigh Cement Company; Lehigh Custom Color Masonry Cement. 6) National Cement Company, Inc.; Coosa Masonry Cement.

F. Aggregate for Mortar: ASTM C 144.

1. For joints less than 1/4 inch thick, use aggregate graded with 100 percent passing the No. 16 sieve. 2. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required

mortar color.

G. Aggregate for Grout: ASTM C 404.

H. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated.

1. Products as below or approved equal:

a. Addiment Incorporated; Mortar Kick. b. Euclid Chemical Company (The); Accelguard 80. c. Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Morset. d. Sonneborn, Div. of ChemRex; Trimix-NCA.

I. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with concrete masonry units, containing integral water repellent by same manufacturer.

1. Products as below or approved equal:

a. Addiment Incorporated; Mortar Tite. b. Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Dry-Block Mortar

Admixture. c. Master Builders, Inc.; Color Cure Mortar Admix or Rheomix Rheopel.

J. Water: Potable.

2.7 REINFORCEMENT

A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60.

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B. Masonry Joint Reinforcement: ASTM A 951; mill galvanized, carbon-steel wire for interior walls and hot-dip galvanized, carbon-steel wire for exterior walls.

1. Wire Size for Side Rods: W1.7 or 0.148-inch (3.8-mm) diameter. 2. Wire Size for Cross Rods: W1.7 or 0.148-inch (3.8-mm) diameter. 3. Wire Size for Veneer Ties: W1.7 or 0.148-inch (3.8-mm) diameter. 4. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c. 5. Single-Wythe Masonry: Either ladder or truss type with single pair of side rods. 6. Multiwythe Masonry:

a. Ladder type with 1 side rod at each face shell of hollow masonry units more than in width, plus 1 side rod at each wythe of masonry 4 inches or less in width.

b. Tab type, with 1 side rod at each face shell of backing wythe and with rectangular tabs sized to extend at least halfway through facing wythe but with at least 5/8-inch cover on outside face.

c. Adjustable (two-piece) type, with one side rod at each face shell of backing wythe and with ties that extend into facing wythe. Ties engage eyes or slots in reinforcement and extend at least halfway through facing wythe but with at least 5/8-inch cover on outside face. Ties have hooks or clips to engage a continuous wire in the facing wythe.

7. Veneers Anchored with Seismic Masonry-Veneer Anchors: Single 0.188-inch diameter, hot-dip galvanized, carbon-steel continuous wire.

2.8 TIES AND ANCHORS

A. Materials:

1. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82; with ASTM A 153/A 153M, Class B-2 coating.

2. Steel Sheet, Galvanized after Fabrication: ASTM A 1008/A 1008M, Commercial Steel, hot-dip galvanized after fabrication to comply with ASTM A 153/A 153M.

3. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Wire Ties, General: Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8-inch cover on outside face. Outer ends of wires are bent 90 degrees and extend 2 inches parallel to face of veneer.

C. Individual Wire Ties: Rectangular units with closed ends and not less than 4 inches wide.

1. Wire: Fabricate from 1/4-inch diameter, hot-dip galvanized steel wire.

D. Adjustable Anchors for Connecting to Structure: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall.

1. Anchor Section for Welding to Steel Frame: Crimped 1/4-inch diameter, hot-dip galvanized steel wire.

2. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face, made from 0.25-inch diameter, hot-dip galvanized steel wire.

3. Connector Section for Concrete: Dovetail tabs for inserting into dovetail slots in concrete and attached to tie section; formed from 0.053-inch thick, steel sheet, galvanized after fabrication.

E. Partition Top anchors: 0.097-inch thick metal plate with 3/8-inch diameter metal rod 6 inches long welded to plate and with closed-end plastic tube fitted over rod that allows rod to move in and out of tube. Fabricate from steel, hot-dip galvanized after fabrication.

F. Rigid Anchors: Fabricate from steel bars 1-1/2 inches wide by 1/4 inch thick by 24 inches long, with ends turned up 2 inches or with cross pins.

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UNIT MASONRY ASSEMBLIES 04810.7

1. Corrosion Protection: Hot-dip galvanized to comply with ASTM A 153/A 153M Epoxy coating 0.020 inch thick.

G. Adjustable Masonry-Veneer Anchors

1. General: Provide anchors that allow vertical adjustment but resist tension and compression forces perpendicular to plane of wall, for attachment over sheathing to wood or metal studs, and as follows:

a. Structural Performance Characteristics: Capable of withstanding a 100-lbf load in both tension and compression without deforming or developing play in excess of 0.05 inch.

2. Screw-Attached, Masonry-Veneer Anchors: Units consisting of a wire tie and a metal anchor section.

a. Anchor Section: Rib-stiffened, sheet metal plate with screw holes top and bottom, and slotted holes for inserting wire tie.

b. Fabricate sheet metal anchor sections from 0.067-inch thick, steel sheet, galvanized after fabrication.

c. Wire Ties: Triangular-, rectangular-, or T-shaped wire ties fabricated from diameter, hot-dip galvanized steel wire.

d. Products or approved equal:

1) Dayton Superior Corporation, Dur-O-Wal Division; D/A 213 or D/A 210 with D/A 700-708.

2) Heckmann Building Products Inc.; 315-D with 316. 3) Hohmann & Barnard, Inc.; DW-10 DW-10HS or DW-10-X. 4) Wire-Bond; 1004, Type III or RJ-711.

2.9 EMBEDDED FLASHING MATERIALS

A. Metal Flashing: Provide metal flashing, where flashing is exposed or partly exposed and where indicated, complying with Division 7 Section "Sheet Metal Flashing and Trim."

1. Metal Drip Edges: Fabricate from stainless steel. Extend at least 3 inches into wall and 1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed.

2. Metal Flashing Terminations: Fabricate from stainless steel. Extend at least 3 inches into wall and out to exterior face of wall. At exterior face of wall, bend metal back on itself for 3/4 inch and down into joint 3/8 inch to form a stop for retaining sealant backer rod.

3. Metal Expansion-Joint Strips: Fabricate from stainless steel copper to shapes indicated.

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B. Flexible Flashing: For flashing not exposed to the exterior, use one of the following, unless otherwise indicated:

1. Copper-Laminated Flashing: 7-oz./sq. ft. copper sheet bonded with asphalt between 2 layers of glass-fiber cloth.

a. Products or approved equal:

1) Advanced Building Products Inc.; Copper Fabric Flashing. 2) AFCO Products Inc.; Copper Fabric. 3) Hohmann & Barnard, Inc.; H & B C-Fab Flashing. 4) Phoenix Building Products; Type FCC-Fabric Covered Copper. 5) Polytite Manufacturing Corp.; Copper Fabric Flashing. 6) Sandell Manufacturing Co., Inc.; Copper Fabric Flashing. 7) York Manufacturing, Inc.; York Copper Fabric Flashing.

2. Rubberized-Asphalt Flashing: Composite flashing product consisting of a pliable, adhesive rubberized-asphalt compound, bonded to a high-density, cross-laminated polyethylene film to produce an overall thickness of not less than 0.030 inch 0.040 inch.

a. Products or approved equal:

1) Advanced Building Products Inc.; Peel-N-Seal. 2) Carlisle Coatings & Waterproofing; CCW-705-TWF Thru-Wall Flashing. 3) Dayton Superior Corporation, Dur-O-Wal Division; Dur-O-Barrier-44. 4) Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Perm-A-Barrier

Wall Flashing. 5) Heckmann Building Products Inc.; No. 82 Rubberized-Asphalt Thru-Wall Flashing. 6) Hohmann & Barnard, Inc.; Textroflash. 7) Polyguard Products, Inc.; Polyguard 300. 8) Polytite Manufacturing Corp.; Poly-Barrier Self-Adhering Wall Flashing. 9) Williams Products, Inc.; Everlastic MF-40.

3. Elastomeric Thermoplastic Flashing: Composite flashing product consisting of a polyester-reinforced ethylene interpolymer alloy 0.025 inch thick, with a 0.015 inch thick coating of rubberized-asphalt adhesive.

a. Products or approved equal:

1) Hyload, Inc.; Hyload Cloaked Flashing System.

4. EPDM Flashing: Sheet flashing product made from ethylene-propylene-diene terpolymer, complying with ASTM D 4637, 0.040 inch thick.

a. Products or approved equal:

1) Carlisle Coatings & Waterproofing; Pre-Kleened EPDM Thru-Wall Flashing. 2) Firestone Building Products; FlashGuard. 3) Heckmann Building Products Inc.; No. 81 EPDM Thru-Wall Flashing.

C. Solder and Sealants for Sheet Metal Flashings: As specified in Division 7 Section "Sheet Metal Flashing and Trim."

D. Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standard products or products recommended by flashing manufacturer.

2.10 MISCELLANEOUS MASONRY ACCESSORIES

A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; formulated from neoprene urethane or PVC.

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B. Preformed Control-Joint Gaskets: Made from styrene-butadiene-rubber compound, complying with ASTM D 2000, Designation M2AA-805 or PVC, complying with ASTM D 2287, Type PVC-65406 and designed to fit standard sash block and to maintain lateral stability in masonry wall.

C. Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt).

D. Weep/Vent Products: Use one of the following, unless otherwise indicated:

1. Rectangular Plastic Weep/Vent Tubing: Clear butyrate, 3/8 by 1-1/2 by 3-1/2 inches long.

2. Cellular Plastic Weep/Vent: One-piece, flexible extrusion made from UV-resistant polypropylene copolymer, full height and width of head joint and depth 1/8 inch less than depth of outer wythe, in color selected from manufacturer's standard.

a. Products or approved equal:

1) Advanced Building Products Inc.; Mortar Maze weep vent. 2) Dayton Superior Corporation, Dur-O-Wal Division; Cell Vents. 3) Heckmann Building Products Inc.; No. 85 Cell Vent. 4) Hohmann & Barnard, Inc.; Quadro-Vent. 5) Wire-Bond; Cell Vent.

3. Mesh Weep/Vent: Free-draining mesh; made from polyethylene strands, full height and width of head joint and depth less than depth of outer wythe; in color selected from manufacturer's standard.

a. Products or approved equal:

1) Mortar Net USA, Ltd.; Mortar Net Weep Vents.

E. Cavity Drainage Material: Free-draining mesh, made from polymer strands that will not degrade within the wall cavity.

1. Provide one of the following configurations:

a. Strips, full-depth of cavity and 10 inches wide, with dovetail shaped notches 7 inches deep. b. Strips, not less than 1-1/2 inches thick and 10 inches wide, with dimpled surface designed

to catch mortar droppings and prevent weep holes from being clogged with mortar. c. Sheets or strips full depth of cavity and installed to full height of cavity.

2. Products or approved equal:

a. Advanced Building Products Inc.; Mortar Break or Mortar Break II. b. Archovations, Inc.; CavClear Masonry Mat. c. Dayton Superior Corporation, Dur-O-Wal Division; Polytite MortarStop. d. Mortar Net USA, Ltd.; Mortar Net.

2.11 INSULATION

A. Loose-Granular Fill Insulation: Perlite complying with ASTM C 549, Type II (surface treated for water repellency and limited moisture absorption) or Type IV (surface treated for water repellency and to limit dust generation).

B. Molded-Polystyrene Insulation Units: Rigid, cellular thermal insulation formed by the expansion of polystyrene-resin beads or granules in a closed mold to comply with ASTM C 578, Type I. Provide specially shaped units designed for installing in cores of masonry units.

1. Products or approved equal:

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a. Concrete Block Insulating Systems; Korfil. b. Shelter Enterprises Inc.; Omni Core.

C. Extruded-Polystyrene Board Insulation: ASTM C 578, Type IV, closed-cell product extruded with an integral skin.

D. Polyisocyanurate Board Insulation: ASTM C 1289, Type I (aluminum-foil-faced), Class 2 (glass-fiber-reinforced).

2.12 MASONRY CLEANERS

A. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains from new masonry without damaging masonry. Use product approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned.

1. Manufacturers or approved equal:

a. Diedrich Technologies, Inc. b. EaCo Chem, Inc. c. ProSoCo, Inc.

2.13 MORTAR AND GROUT MIXES

A. General: Do not use admixtures, unless otherwise indicated.

1. Do not use calcium chloride in mortar or grout. 2. Limit cementitious materials in mortar for exterior and reinforced masonry to portland cement and

lime. 3. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view,

regardless of weather conditions, to ensure that mortar color is consistent.

B. Mortar for Unit Masonry: Comply with ASTM C 270 and BIA Technical Notes 8A, Proportion Specification.

C. Mortar for Unit Masonry: Comply with ASTM C 270 and BIA Technical Notes 8A,, Property Specification.

1. For masonry below grade or in contact with earth, use Type M. 2. For reinforced masonry, use Type S. 3. For mortar parge coats, use Type N. 4. For exterior, above-grade, load-bearing and non-load-bearing walls and parapet walls; for interior

load-bearing walls; for interior non-load-bearing partitions; and for other applications where another type is not indicated, use Type N.

5. For interior non-load-bearing partitions, Type O may be used instead of Type N.

D. Pigmented Mortar: Use colored cement product or select and proportion pigments with other ingredients to produce color required. Do not add pigments to colored cement products.

1. Pigments shall not exceed 10 percent of portland cement by weight. 2. Pigments shall not exceed 5 percent of masonry cement by weight.

E. Grout for Unit Masonry: Comply with ASTM C 476.

1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with Table 1.15.1 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height.

2. Provide grout with a slump of 8 to 11 inches as measured according to ASTM C 143/C 143M.

F. Epoxy Pointing Mortar: Mix epoxy pointing mortar to comply with mortar manufacturer's written instructions.

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PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Use full-size units without cutting if possible. If cutting is required, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.

B. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures.

C. Wetting of Brick: Wet brick before laying if initial rate of absorption exceeds 30 g/30 sq. in. per minute when tested per ASTM C 67. Allow units to absorb water so they are damp but not wet at time of laying.

D. Comply with tolerances in ACI 530.1/ASCE 6/TMS 602 and with the following:

1. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet 1/4 inch in 20 feet or 1/2 inch maximum.

2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet 1/4 inch in 20 feet, or 1/2 inch maximum.

3.2 LAYING MASONRY WALLS

A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations.

B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.

C. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items.

D. Fill space between steel frames and masonry solidly with mortar, unless otherwise indicated.

E. Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated.

3.3 MORTAR BEDDING AND JOINTING

A. Lay hollow concrete masonry units as follows:

1. With face shells fully bedded in mortar and with head joints of depth equal to bed joints. 2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters. 3. With webs fully bedded in mortar in grouted masonry, including starting course on footings. 4. With entire units, including areas under cells, fully bedded in mortar at starting course on footings

where cells are not grouted.

B. Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints.

C. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness, unless otherwise indicated.

D. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint), unless otherwise indicated.

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UNIT MASONRY ASSEMBLIES 04810.12

3.4 COMPOSITE MASONRY

A. Bond wythes of composite masonry together using one of the following methods:

1. Individual Metal Ties: Provide ties as shown installed in horizontal joints, but not less than one metal tie for 2.67 sq. ft. of wall area spaced not to exceed 24 inches o.c. horizontally and 16 inches o.c. vertically. Stagger ties in alternate courses. Provide additional ties within 12 inches of openings and space not more than 36 inches apart around perimeter of openings. At intersecting and abutting walls, provide ties at no more than 24 inches o.c. vertically.

2. Masonry Joint Reinforcement: Installed in horizontal mortar joints.

a. Where bed joints of both wythes align, use ladder-type reinforcement extending across both wythes.

b. Where bed joints of wythes do not align, use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties.

B. Collar Joints: Solidly fill collar joints by parging face of first wythe that is laid and shoving units of other wythe into place.

C. Corners: Provide interlocking masonry unit bond in each wythe and course at corners, unless otherwise indicated.

D. Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture, bond walls together as follows:

1. Provide individual metal ties not more than 8 inches o.c. 2. Provide continuity with masonry joint reinforcement by using prefabricated T-shaped units. 3. Provide rigid metal anchors not more than 24 inches o.c. If used with hollow masonry units, embed

ends in mortar-filled cores.

3.5 CAVITY WALLS

A. Bond wythes of cavity walls together using one of the following methods:

1. Individual Metal Ties: Provide ties as shown installed in horizontal joints, but not less than one metal tie for 2.67 sq. ft. of wall area spaced not to exceed 24 inches o.c. horizontally and 16 inches o.c. vertically. Stagger ties in alternate courses. Provide additional ties within 12 inches of openings and space not more than 36 inches apart around perimeter of openings. At intersecting and abutting walls, provide ties at no more than 24 inches o.c. vertically.

2. Masonry Joint Reinforcement: Installed in horizontal mortar joints.

a. Where bed joints of both wythes align, use ladder-type reinforcement extending across both wythes.

b. Where bed joints of wythes do not align, use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties.

c. Where one wythe is of clay masonry and the other of concrete masonry, use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties to allow for differential movement regardless of whether bed joints align.

3. Masonry Veneer Anchors: Comply with requirements for anchoring masonry veneers.

B. Keep cavities clean of mortar droppings and other materials during construction. Bevel beds away from cavity, to minimize mortar protrusions into cavity. Do not attempt to trowel or remove mortar fins protruding into cavity.

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UNIT MASONRY ASSEMBLIES 04810.13

C. Parge cavity face of backup wythe in a single coat approximately 3/8 inch thick. Trowel face of parge coat smooth.

D. Coat cavity face of backup wythe to comply with Division 7 Section "Bituminous Damp proofing."

E. Installing Cavity-Wall Insulation: Place small dabs of adhesive, spaced approximately 12 inches o.c. both ways, on inside face of insulation boards, or attach with plastic fasteners designed for this purpose. Fit insulation between wall ties and other confining obstructions, with edges butted tightly. Press units firmly against inside wythe of masonry.

3.6 MASONRY-CELL INSULATION

A. Pour granular insulation into cavities to fill void spaces. Maintain inspection ports to show presence of insulation at extremities of each pour area. Close the ports after filling has been confirmed. Limit the fall of insulation to 1 story in height, but not more than 20 feet

B. Install molded-polystyrene insulation units into masonry unit cells before laying units.

3.7 MASONRY JOINT REINFORCEMENT

A. General: Install in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches.

B. Interrupt joint reinforcement at control and expansion joints, unless otherwise indicated.

C. Provide continuity at wall intersections by using prefabricated T-shaped units.

D. Provide continuity at corners by using prefabricated L-shaped units.

3.8 ANCHORING MASONRY TO STRUCTURAL MEMBERS

A. Anchor masonry to structural members where masonry abuts or faces structural members to comply with the following:

1. Provide an open space not less than 1 inch in width between masonry and structural member, unless otherwise indicated.

2. Anchor masonry to structural members with anchors embedded in masonry joints and attached to structure.

3. Space anchors as indicated, but not more than 24 inches (o.c. vertically and 36 inches o.c. horizontally.

3.9 ANCHORING MASONRY VENEERS

A. Anchor masonry veneers to wall framing, concrete and masonry backup with seismic masonry-veneer anchors to comply with the following requirements:

1. Fasten screw-attached and seismic anchors through sheathing to wall framing and to concrete and masonry backup with metal fasteners of type indicated. Use two fasteners.

2. Embed tie sections, connector sections and continuous wire in masonry joints. Provide not less than 2 inches of air space between back of masonry veneer and face of sheathing.

3. Locate anchor sections to allow maximum vertical differential movement of ties up and down. 4. Space anchors as indicated, but not more than 16 inches o.c. vertically and 24 inches o.c.

horizontally with not less than 1 anchor for each 67 sq. ft. of wall area. Install additional anchors within 12 inches of openings and at intervals, not exceeding 36 inches around perimeter.

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UNIT MASONRY ASSEMBLIES 04810.14

3.10 FLASHING, WEEP HOLES, CAVITY DRAINAGE, AND VENTS

A. General: Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated.

B. Install flashing as follows, unless otherwise indicated:

1. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. Where flashing is within mortar joint, place through-wall flashing on sloping bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing as recommended by flashing manufacturer.

2. At lintels and shelf angles, extend flashing a minimum of 6 inches into masonry at each end. At heads and sills, extend flashing 6 inches at ends and turn up not less than 2 inches to form end dams.

3. Install metal drip edges beneath flexible flashing at exterior face of wall. Stop flexible flashing 1/2 inch back from outside face of wall and adhere flexible flashing to top of metal drip edge.

4. Install metal flashing termination beneath flexible flashing at exterior face of wall. Stop flexible flashing 1/2 inch back from outside face of wall and adhere flexible flashing to top of metal flashing termination.

C. Install weep holes in head joints in exterior wythes of first course of masonry immediately above embedded flashing and as follows:

1. Use specified weep/vent products to form weep holes. 2. Space weep holes 24 inches o.c., unless otherwise indicated. 3. Cover cavity side of weep holes with plastic insect screening at cavities insulated with loose-fill

insulation.

D. Place cavity drainage material in cavities to comply with configuration requirements for cavity drainage material in Part 2 "Miscellaneous Masonry Accessories" Article.

E. Install vents in head joints in exterior wythes at spacing indicated. Use specified weep/vent products to form vents.

1. Close cavities off vertically and horizontally with blocking in manner indicated. Install through-wall flashing and weep holes above horizontal blocking.

3.11 REINFORCED UNIT MASONRY INSTALLATION

A. Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction.

1. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry.

2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction.

B. Placing Reinforcement: Comply with requirements in ACI 530.1/ASCE 6/TMS 602.

C. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure.

1. Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouts and for grout placement, including minimum grout space and maximum pour height.

2. Limit height of vertical grout pours to not more than 60 inches.

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UNIT MASONRY ASSEMBLIES 04810.15

3.12 FIELD QUALITY CONTROL

A. Inspectors: Owner may engage qualified independent inspectors to perform inspections and prepare reports. Allow inspectors access to scaffolding and work areas, as needed to perform inspections.

1. Place grout only after inspectors have verified compliance of grout spaces and grades, sizes, and locations of reinforcement.

B. Testing Agency: Owner may engage a qualified independent testing and inspecting agency to perform field tests and inspections indicated below and prepare test reports:

C. Testing Frequency: One set of tests for each 2500 sq. ft. of wall area or portion thereof.

D. Clay Masonry Unit Test: For each type of unit provided, per ASTM C 67.

E. Concrete Masonry Unit Test: For each type of unit provided, per ASTM C 140.

F. Mortar Test (Property Specification): For each mix provided, per ASTM C 780 UBC Standard 21-16. Test mortar for mortar air content and compressive strength.

G. Grout Test (Compressive Strength): For each mix provided, per ASTM C 1019 .

3.13 PARGING

A. Parge exterior faces of below-grade masonry walls, where indicated, in 2 uniform coats to a total thickness of 3/4 inch with a steel-trowel finish. Form a wash at top of parging and a cove at bottom. Damp-cure parging for at least 24 hours and protect parging until cured.

3.14 CLEANING

A. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints.

B. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows:

1. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes.

2. Protect adjacent surfaces from contact with cleaner. 3. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing

surfaces thoroughly with clear water. 4. Clean brick by bucket-and-brush hand-cleaning method described in BIA Technical Notes 20. 5. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written

instructions. 6. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type of

stain on exposed surfaces.

3.15 MASONRY WASTE DISPOSAL

A. Waste Disposal as Fill Material: Dispose of clean masonry waste, including excess or soil-contaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill material as fill is placed.

1. Do not dispose of masonry waste as fill within 18 inches of finished grade. 2. Remove excess clean masonry waste that cannot be used as fill, as described above, and other

masonry waste, and legally dispose of off Owner's property.

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UNIT MASONRY ASSEMBLIES 04810.16

3.16 BRICK COLOR SELECTION

A. It is the intention to match the brick size, color, and texture and mortar appearance of the existing buildings including all decorative band courses. Contractor shall submit samples of all unit types for approval.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

MECHANICALLY ATTACHED BRICK 04812.1

SECTION 04812 (042012) – MECHANICALLY ATTACHED BRICK

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.

1.2 SUMMARY

A. Provide all labor and materials necessary to install the mechanically attached brick and accessories which include a moisture barrier, fasteners, adhesive, brick, brick mortar and sealants.

B. Related work specified elsewhere:

1. Division 3 Section ‘Cast-In-Place Concrete’ 2. Division 4 Section ‘Unit Masonry’ 3. Division 5 Section ‘Cold-Formed Metal Framing’ 4. Division 6 Section ‘Sheathing’ 5. Division 7 Section ‘Joint Sealants’

1.3 DEFINITIONS

1. The BRICK-FAST™ Panel provides for a mechanical attachment for thin bricks manufactured with dove tail backs. Special tabs provide for proper alignment of horizontal joint spacing.

2. The BRICK-FAST™ Panel provides for a mechanical attachment of brick to panel and brick mortar to tabs designed to fall within the mortar joint.

1.4 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples for Initial Selection:

1. For each product requiring color and texture selection, provide full size samples.

C. Samples for Verification:

1. For each product, color, and texture selected, provide six full-size units representing actual color and texture of products to be installed.

D. Contractor shall submit evidence with the bid that he has received Brick-Fast installation instructions from the local distributor.

1.5 QUALITY ASSURANCE

A. Contractor must be approved by the local distributor and follow manufacturers’ details and application instructions.

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MECHANICALLY ATTACHED BRICK 04812.2

B. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required.

C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from a single manufacturer for each cementitious component and from one source or producer for each aggregate.

D. Sample Panels: Build sample panels to verify selections made under sample submittals and to demonstrate aesthetic effects. Comply with requirements in Division 1 Section "Quality Requirements" for mockups.

1. Build sample panels for each type of exposed unit masonry construction in sizes approximately 48 inches long by 48 inches high.

2. Clean one-half of exposed faces of panels with masonry cleaner indicated. 3. Protect approved sample panels from the elements with weather-resistant membrane. 4. Approval of sample panels is for color, texture, and blending of masonry units; relationship of

mortar and sealant colors to masonry unit colors; tooling of joints; aesthetic qualities of workmanship; and other material and construction qualities specifically approved by Architect in writing.

a. Approval of sample panels does not constitute approval of deviations from the Contract Documents contained in sample panels unless such deviations are specifically approved by Architect in writing.

E. Pre-installation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination."

1.6 PRODUCT, DELIVERY, STORAGE AND HANDLING

A. All materials and accessories shall be properly marked and labeled along with MSDS for each project.

B. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry.

1. Deliver products on pallets, with individual faces protected; keep dry. 2. Store units in protected area or under cover on level ground; keep dry. 3. Do not double-stack pallets.

C. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

D. Store aggregates where grading and other required characteristics can be maintained and contamination avoided.

E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

1.7 JOB SITE CONDITIONS

A. Panels must be clean and free of any foreign matter before installing thin brick.

B. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry.

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MECHANICALLY ATTACHED BRICK 04812.3

1. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface.

2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and

integral finishes, from mortar droppings.

C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions.

1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F and above and will remain so until masonry has dried, but not less than 7 days after completing cleaning.

PART 2 - PRODUCTS

2.1 MANUFACTURER

A. Subject to compliance with requirements, provide the following:

1. Attachment Panels:

a. BRICK-FAST™ Steel Panels by Astech Associates, Inc. 804-323-7088.

2. Brick:

a. TBX grade brick with dove tail backs as manufactured by one of the following:

1) Endicott Clay Products Company 2) Metro Brick

b. Size: 1/2” - 1” x 2-1/4” x 7-5/8” c. Size: 1/2” - 1” x 3-5/8” x 7-5/8” d. Texture: Smooth e. Texture: Wirecut f. Texture: Sand Finish g. Color: h. Trim Units: Match Brick for texture and color. i. TBS grade with smooth back may be used with a ledge support panel only.

B. Substitutions: NOT PERMITTED

2.2 MATERIALS

A. Moisture Barrier:

1. To be used for exterior applications, provide one of the following:

a. Grade D Building Paper b. 15 lb. Felt c. Tyvek d. Styrofoam Weathermate Plus Housewrap

2. Refer to manufacturers’ installation instructions.

B. Starter angle and flashing:

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MECHANICALLY ATTACHED BRICK 04812.4

1. Provide galvanized steel or aluminum continuous starter angle for starter course. All doors, window heads, terminations and dissimilar substrate or materials shall be properly flashed.

C. Support Panel:

1. Mechanical support and spacer panel to be 28 gauge architectural grade steel, hot dipped galvanized to G-60. Punched tabs provide a mechanical lock of thin brick with a dove tail back. Another row of punched tabs fall within the mortar joint that lock mortar to the panel.

2. Corner pieces provide a support ledge for corner pieces and spacing of joints that easily line up with standard 2’ x 4’ and 4’ x 4’ panels.

3. Panels must be clean and free of dirt, oil or any other surface contaminates.

D. Adhesive:

1. Adhesive to be Polyurethane base, sub-flooring compatible for bonding brick tile to metal. Adhesives to comply with local building codes and must be ASTM tested.

a. Acceptable Product: Polyurethane Premium Construction Adhesive by OSI, Surebond

Power Sealer -2 and Loctite Power Grab. Substitutes may be used if product is polyurethane base and recommended for brick and metal bonding.

E. Mortar:

1. Field mix mortar must be latex modified. Add 1 quart per 80 lb. Bag of type S mortar. Contact manufacture for additional recommendations.

2. Fill all voids in joints with newly struck mortar in order to provide uniform color.

a. Acceptable Product: A. W. Cook Thin Brick Mortar specifically designed for thin brick applications. Meets ASTM C-109, ASTM C-882 and ASTM C-78. Also recommend Brick Set by United Products in Freemont, NE. Other mortar mixes may be used when modified with a acrylic latex.

F. Fasteners:

1. All fasteners must be rust resistant, galvanized or zinc coated. 2. Self tapping, cadmium plated screws or Versapin fastening system by Aerosmith or similar may

be used to fasten panels to the substrate and into light gauge steel framing. 3. Twist shank masonry nails cadmium plated, or fastening system such as TrakFast by Ramset

are recommended for fastening panels over concrete or masonry. 4. Galvanized annular ring nails or wood screws are recommended over wood frame construction. 5. Fastening pattern must be 1 per square foot minimum.

G. Sealants:

1. Acceptable Products: Urethane or Silicone. Use proper backer rod and sealant at all abutments to dissimilar materials and through wall expansion joints.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Installer must examine conditions under which brick panels are to be installed. Substrate must be smooth, sound, level and without projections. Any unsatisfactory conditions of the substrate must be corrected before beginning installing the thin brick panels.

B. Consult with other trades prior to installing panels to avoid potential interference.

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MECHANICALLY ATTACHED BRICK 04812.5

3.2 INSTALLATION

A. Panel layout:

1. Line-up on wall, establishing bottom of lowest panel course and mark level horizontal line at this point.

2. Lay out brick panels at corners working to the center of the wall.

B. Brick Installation:

1. Install thin brick in accordance with manufacturer's printed instructions. 2. Cut units where required for fitting or for installation of built-in items, using power tools; do not

install units having chipped or cracked edges on sight-exposed surfaces. 3. Align base courses to follow accurate floor lines. 4. Align faces plumb, level, true and with uniform joint widths. 5. Size and portion units for best appearance, with joints arranged neat and symmetrical, free of

imperfections detracting from overall appearance.

C. Control Joints/Expansion Joints:

1. Expansion joints must be placed at floor lines for wood frame and steel frame construction. Consult local building codes and BIA for placement for required expansion joints.

2. Vertical control joints are required to be placed in walls at 20’ increments. The joint widths should be 1/2” with backer rod and urethane or silicone sealant.

3. Control joints must be installed where substrates change and when abutting to dissimilar materials.

3.3 FIELD QUALITY CONTROL

A. Architect will observe appearance of installed units; installed masonry surfaces shall be free of imperfections which detract from overall appearance when viewed from a distance of 20 feet at 90 degrees normal to surface.

3.4 CLEANING

1. Clean installed masonry surfaces in accordance with manufacturer's instructions; do not clean units with products not specified in manufacturer's instructions.

END OF SECTION 04812 (042012)

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

STRUCTURAL STEEL 05120 . 1

SECTION 05120 - STRUCTURAL STEEL 1.1 GENERAL

A. Structural Performance: Engineer structural steel connections required by the Contract Documents to be

selected or completed by the fabricator to withstand design loadings indicated. B. Engineering Responsibility: Engage a fabricator who utilizes a qualified professional engineer to prepare

calculations, Shop Drawings, and other structural data for structural steel connections. C. Submittals: In addition to Product Data and mill test reports on structural steel and bolts, submit Shop

Drawings detailing fabrication of structural steel components, including connections, splices, holes, welds, and bolts. 1. Include Shop Drawings signed and sealed by a professional engineer responsible for their

preparation who is legally authorized to practice in the jurisdiction where Project is located and who is experienced in providing structural steel engineering services.

D. Comply with applicable provisions of the following specifications and documents:

1. AISC's "Specification for Structural Steel Buildings--Allowable Stress Design and Plastic Design." 2. ASTM A 6 "Specification for General Requirements for Rolled Steel Plates, Shapes, Sheet Piling,

and Bars for Structural Use." 3. Research Council on Structural Connections' (RCSC) "Specification for Structural Joints Using

ASTM A 325 or A 490 Bolts." E. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding Code--Steel."

1. Present evidence that each welder has satisfactorily passed AWS qualification tests for welding

processes involved and, if pertinent, has undergone recertification. F. Store materials to permit easy access for inspection and identification. Keep steel members off ground by

using pallets, platforms, or other supports. Protect steel members and packaged materials from erosion and deterioration. 1. Store fasteners in a protected place. Clean and re-lubricate bolts and nuts that become dry or rusty

before use. 1.2 PRODUCTS

A. Structural Steel Shapes, Plates, and Bars: ASTM A 36 carbon steel. B. Steel Pipes: ASTM A53 (FY-35). C. Cold-Formed Structural Steel Tubing: ASTM A 500, Grade B (FY-46). D. Nonhigh-Strength Bolts, Nuts, and Washers: ASTM A 307, Grade A carbon-steel, hex-head bolts; carbon-

steel nuts; and flat, unhardened steel washers, uncoated. E. High-Strength Bolts, Nuts, and Washers: ASTM A 325 Type 1, heavy hex steel structural bolts, heavy hex

carbon-steel nuts, and hardened carbon-steel washers, uncoated. F. Primer: SSPC-Paint 25; red iron oxide, zinc oxide, raw linseed oil and alkyd primer. G. Primer: Fabricator's standard lead- and chromate-free, non-asphaltic, rust-inhibiting primer. H. Primer: Non-asphaltic primer complying with SSPC's "Painting System Guide No. 7.00." I. Nonmetallic, Shrinkage-Resistant Grout: Premixed, ASTM C 1107, of consistency suitable for application.

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STRUCTURAL STEEL 05120 . 2

J. Fabrication: Fabricate and assemble structural steel in shop to greatest extent possible. Fabricate

structural steel according to AISC specifications referenced in this Section and in Shop Drawings. 1. Comply with fabrication tolerance limits of AISC's "Code of Standard Practice for Steel Buildings

and Bridges" for structural steel. 2. Shop install and tighten non-high-strength bolts, except where high-strength bolts are indicated. 3. Shop install and tighten high-strength bolts according to RCSC's "Specification for Structural Joints

Using ASTM A 325 or A 490 Bolts." a. Connection Type: Snug tightened, unless indicated as slip-critical, direct-tension, or

tensioned shear/bearing connections. 4. Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality of welds, and

methods used in correcting welding work. K. Shop Priming: Shop prime steel, except surfaces embedded in concrete or mortar, surfaces to be field

welded, surfaces to be high-strength bolted with slip-critical connections, and surfaces to receive sprayed-on fireproofing. 1. Surface Preparation: SSPC-SP 2 "Hand Tool Cleaning" or SSPC-SP 3 "Power Tool Cleaning." 2. Surface Preparation: SSPC-SP 6 "Commercial Blast Cleaning." 3. Surface Preparation: SSPC-SP 11 "Power Tool Cleaning to Bare Metal." 4. Priming: Immediately after surface preparation, apply primer according to manufacturer's

instructions and at rate recommended by SSPC to provide a dry film thickness of not less than 1.5 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces.

5. Priming: Apply a 1-coat, non-asphaltic primer complying with SSPC's "Painting System Guide No. 7.00" to provide a dry film thickness of not less than 1.5 mils.

1.3 EXECUTION

A. Erect structural steel accurately in locations and to elevations indicated and according to AISC

specifications referenced in this Section. B. The frame of the steel skeleton shall be carried up true and plumb and temporary bolting and bracing shall

be introduced to safely carry all loads to which the structure may be subjected including equipment and the operation of the same. Individual columns must be braced before connection are made and bracing shall be left in place as long as may be required for safety. No bolting or welding shall be done until as much of the structure s will be stiffened thereby has been properly aligned.

C. All connections are to be bolted with high strength bolts and load indicator washers or welded, unless

noted otherwise. All end connections shall be designed on basis of AISC load span tables with special consideration given to concentrated loads near ends of beams.

D. All welding will be made only by operators who have been previously qualified by tests, as prescribed in the

“Standard Qualifications Procedure” of the American Welding Society. E. Bolting in combination with welding shall not be considered as sharing the stress and welds shall be

provided to carry the entire stress for which the connection is designed.

F. All column base plates shall be set on steel shims to true level line. General Contractor shall ram a non-shrink grout solidly under entire base plate area. Provide 1” depth non-shrink grout below plates (unless noted otherwise).

G. Provide full height solid masonry under bearing ends of all structural steel. Beams and lintels to bear

minimum 8” on masonry.

H. Provide wall anchors (3/4 “ x 1’-9”) at masonry bearing ends at all structural steel bearing on walls.

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STRUCTURAL STEEL 05120 . 3

I. Anchor bolts shall extend into concrete not less than 9” where possible plus 4” +/- hook and shall be held at 2 ½ “ minimum from outside face of concrete. All anchor bolts shall be held 1 ½ “ from edge of base plate where possible.

J. Weld Connections: Comply with AWS D1.1 for procedures, appearances and quality of welds, and

methods used in correcting welding work.

K. Shop and Field Quality Control: Owner will engage an independent testing and inspecting agency to perform shop and field inspections and tests and to prepare test reports.

1. Correct deficiencies in or remove and replace structural steel that inspections and test reports

indicate do not comply with specified requirements. 2. Additional testing at Contractor’s expense, will be performed to determine compliance of corrected

Work with specified requirements. 3. High- strength bolted connections will be tested and inspected according to RCSC”s “Specification

for Structural Joints Using ASTM A 325 or A 490 Bolts.” 4. In addition to visual inspection, welded connections will be inspected and tested according to AWS

D1.1 procedures.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

STEEL JOISTS 05210.1

SECTION 05210 - STEEL JOISTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. K-series steel joists.

1.2 SUBMITTALS

A. Product Data: For each type of joist, accessory, and product indicated.

B. Shop Drawings: Show layout, designation, number, type, location, and spacings of joists. Include joining and anchorage details, bracing, bridging, joist accessories; splice and connection locations and details; and attachments to other construction.

C. Welding certificates.

D. Manufacturer certificates.

E. Mill Certificates: For bolts.

F. Field quality-control test and inspection reports.

G. Research/Evaluation reports.

H. This section shall supplement structural specifications or structural drawings. Where in conflict, all information or structural drawings shall take precedence over information contained herein.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: A manufacturer certified by the Steel Joist Institute (SJI) to manufacture joists complying with SJI standard specifications and load tables.

B. SJI Specifications: Comply with SJI's "Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders" (hereafter, SJI's "Specifications") that are applicable to types of joists indicated.

C. Welding: Qualify procedures and personnel according to AWS D10-.12-00, AWS D-1.1-00, AWS A-5.8-92, ASW D-10.9-80, "Structural Welding Code - Steel."

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle joists as recommended in SJI's "Specifications."

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STEEL JOISTS 05210.2

PART 2 - PRODUCTS

2.1 MATERIALS

A. Steel: Comply with SJI's "Specifications" for web and steel-angle chord members.

B. Carbon-Steel Bolts and Threaded Fasteners: ASTM A 307, Grade A, carbon-steel, hex-head bolts and threaded fasteners; carbon-steel nuts; and flat, unhardened steel washers.

1. Finish: Plain, uncoated.

C. High-Strength Bolts, Nuts, and Washers: ASTM A 325 Type 1, heavy hex steel structural bolts; ASTM A 563 heavy hex carbon-steel nuts; and ASTM F 436 hardened carbon-steel washers.

1. Finish: Plain.

D. Primer: SSPC-Paint 15, or manufacturer's standard shop primer complying with performance requirements in SSPC-Paint 15.

2.2 K-SERIES STEEL JOISTS

A. Manufacture steel joists of type indicated according to "Standard Specifications for Open Web Steel Joists, K-Series" in SJI's "Specifications," with steel-angle top- and bottom-chord members, underslung ends, and parallel top chord.

1. Joist Type: K-series steel joists.

B. Steel Joist Substitutes: Manufacture according to "Standard Specifications for Open Web Steel Joists, K-Series" in SJI's "Specifications," with steel-angle or -channel members.

2.3 JOIST ACCESSORIES

A. Bridging: Provide bridging anchors and number of rows of horizontal or diagonal bridging of material, size, and type required by SJI's "Specifications" for type of joist, chord size, spacing, and span. Furnish additional erection bridging if required for stability.

B. Bridging: Schematically indicated. Detail and fabricate according to SJI's "Specifications." Furnish additional erection bridging if required for stability.

C. Supply ceiling extensions, either extended bottom-chord elements or a separate extension unit of enough strength to support ceiling construction. Extend ends to within 1/2 inch of finished wall surface, unless otherwise indicated.

D. Supply miscellaneous accessories, including splice plates and bolts required by joist manufacturer to complete joist installation.

2.4 CLEANING AND SHOP PAINTING

A. Clean and remove loose scale, heavy rust, and other foreign materials from fabricated joists and accessories. Apply 1 coat of shop primer.

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STEEL JOISTS 05210.3

PART 3 - EXECUTION

3.1 INSTALLATION

A. Do not install joists until supporting construction is in place and secured.

B. Install joists and accessories plumb, square, and true to line; securely fasten to supporting construction according to SJI's "Specifications," joist manufacturer's written recommendations, and requirements in this Section.

1. Before installation, splice joists delivered to Project site in more than one piece. 2. Space, adjust, and align joists accurately in location before permanently fastening. 3. Install temporary bracing and erection bridging, connections, and anchors to ensure that joists are

stabilized during construction.

C. Field weld joists to supporting steel bearing plates and framework. Coordinate welding sequence and procedure with placement of joists. Comply with AWS requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work.

D. Bolt joists to supporting steel framework using carbon-steel bolts.

E. Bolt joists to supporting steel framework using high-strength structural bolts. Comply with Research Council on Structural Connections' "Specification for Structural Joints Using ASTM A 325 or ASTM A 490 Bolts" for high-strength structural bolt installation and tightening requirements.

F. Install and connect bridging concurrently with joist erection, before construction loads are applied. Anchor ends of bridging lines at top and bottom chords if terminating at walls or beams.

3.2 FIELD QUALITY CONTROL

A. Testing Agency: Owner may engage a qualified independent testing and inspecting agency to inspect field welds and bolted connections and to perform field tests and inspections and prepare test and inspection reports.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

STEEL DECK 05310.1

SECTION 05310 - STEEL DECK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Roof deck.

1.2 SUBMITTALS

A. Product Data: For each type of deck, accessory, and product indicated.

B. Shop Drawings: Show layout and types of deck panels, anchorage details, reinforcing channels, pans, cut deck openings, special jointing, accessories, and attachments to other construction.

C. Product certificates.

D. Welding certificates.

E. Field quality-control test and inspection reports.

F. Research/Evaluation Reports: For steel deck.

1.3 QUALITY ASSURANCE

A. Welding: Qualify procedures and personnel according to AWS D1.3, "Structural Welding Code - Sheet Steel."

B. Fire-Test-Response Characteristics: Where indicated, provide steel deck units identical to those tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction.

1. Fire-Resistance Ratings: Indicated by design designations of applicable testing and inspecting agency.

2. Steel deck units shall be identified with appropriate markings of applicable testing and inspecting agency.

C. AISI Specifications: Comply with calculated structural characteristics of steel deck according to AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members."

D. Welded decking in place is subject to inspection and testing by owner. Expense of removing and replacing portions of decking for testing purposes will be borne by owner if welds are found to be satisfactory. Otherwise, expense shall be borne by contractor.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Protect steel deck from corrosion, deformation, and other damage during delivery, storage, and handling.

B. Stack steel deck on platforms or pallets and slope to provide drainage. Protect with a waterproof covering and ventilate to avoid condensation.

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STEEL DECK 05310.2

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. ASC Profiles, Inc. 2. Canam Steel Corp.;The Canam Manac Group. 3. Consolidated Systems, Inc. 4. DACS, Inc. 5. D-Mac Industries Inc. 6. Epic Metals Corporation. 7. Marlyn Steel Decks, Inc. 8. New Millennium Building Systems, LLC. 9. Nucor Corp.; Vulcraft Division. 10. Roof Deck, Inc. 11. United Steel Deck, Inc. 12. Valley Joist; Division of EBSCO Industries, Inc. 13. Verco Manufacturing Co. 14. Wheeling Corrugating Company; Div. of Wheeling-Pittsburgh Steel Corporation.

C. Product Criteria: the criteria listed in all section 2.2, 2.3, 2.4 and 2.5 are minimums and all listed criteria on structure drawings shall take precedence.

D. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

2.2 ROOF DECK

A. Steel Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 30, and with the following:

1. Prime-Painted Steel Sheet: ASTM A 1008/A 1008M, Structural Steel (SS), Grade 33 minimum, unless otherwise noted on structural drawings shop primed with manufacturer's standard baked-on, rust-inhibitive primer.

a. Color: Manufacturer's standard Gray top surface with white underside.

2. Deck Profile: Type WR, wide rib unless otherwise indicated on structural drawings. 3. Profile Depth: 1-1/2 inches. 4. Design Uncoated-Steel Thickness: 0.0295 inch unless otherwise indicated on structural drawings.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install deck panels and accessories according to applicable specifications and commentary in SDI Publication No. 30, manufacturer's written instructions, requirements in this Section, and as indicated.

B. Place deck panels on supporting frame and adjust to final position with ends accurately aligned and bearing on supporting frame before being permanently fastened. Do not stretch or contract side-lap interlocks.

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STEEL DECK 05310.3

C. Place deck panels flat and square and fasten to supporting frame without warp or deflection.

D. Cut and neatly fit deck panels and accessories around openings and other work projecting through or adjacent to deck.

E. Provide additional reinforcement and closure pieces at openings as required for strength, continuity of deck, and support of other work.

F. Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used for correcting welding work.

G. Mechanical fasteners may be used in lieu of welding to fasten deck. Locate mechanical fasteners and install according to deck manufacturer's written instructions.

H. End Bearing: Install deck ends over supporting frame with a minimum end bearing of 1-1/2 inches

I. Roof Sump Pans and Sump Plates: Install over openings provided in roof deck and weld flanges to top of deck. Space welds not more than 12 inches apart with at least one weld at each corner.

1. Install reinforcing channels or zees in ribs to span between supports and weld.

J. Miscellaneous Roof-Deck Accessories: Install ridge and valley plates, finish strips, end closures, and reinforcing channels according to deck manufacturer's written instructions. Weld to substrate to provide a complete deck installation.

1. Weld cover plates at changes in direction of roof-deck panels, unless otherwise indicated.

K. Pour Stops and Girder Fillers: Weld steel sheet pour stops and girder fillers to supporting structure according to SDI recommendations, unless otherwise indicated.

L. Floor-Deck Closures: Weld steel sheet column closures, cell closures, and Z-closures to deck, according to SDI recommendations, to provide tight-fitting closures at open ends of ribs and sides of deck.

3.2 FIELD QUALITY CONTROL

A. Testing Agency: Owner may engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Field welds will be subject to inspection.

C. Testing agency will report inspection results promptly and in writing to Contractor and Architect.

D. Remove and replace work that does not comply with specified requirements.

E. Additional inspecting, at Contractor's expense, will be performed to determine compliance of corrected work with specified requirements.

3.3 REPAIRS

A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of deck with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions.

B. Repair Painting: Wire brush and clean rust spots, welds, and abraded areas on both surfaces of prime-painted deck immediately after installation, and apply repair paint.

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STEEL DECK 05310.4

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

COLD-FORMED METAL FRAMING 05400.1

SECTION 05400 - COLD-FORMED METAL FRAMING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Exterior load-bearing wall framing. 2. Interior load-bearing wall framing. 3. Exterior non-load-bearing wall framing. 4. Floor joist framing. 5. Roof trusses.

1.2 PERFORMANCE REQUIREMENTS

A. Structural Performance: Provide cold-formed metal framing capable of withstanding design loads within limits and under conditions indicated.

1. Design Loads: As follows:

a. Dead Loads: See Structural Drawings b. Live Loads: See Structural Drawings c. Roof Loads: See Structural Drawings d. Snow Loads: See Structural Drawings e. Wind Loads: See Structural Drawings f. Seismic Loads: See Structural Drawings

2. Deflection Limits: Design framing systems to withstand design loads without deflections greater than the following:

a. Exterior Load-Bearing Wall Framing: Horizontal deflection of 1/360 at non-brick veneer and 1/720 at brick veneer of the wall height.

b. Interior Load-Bearing Wall Framing: Horizontal deflection of 1/360 of the wall height under a horizontal load of 5 lbf/sq. ft.

c. Exterior Non-Load-Bearing Framing: Horizontal deflection of 1/360 at non-brick veneer and 1/720 at brick veneer of the wall height.

d. Floor Joist Framing: Vertical deflection of 1/480 for live loads and l/360 for total loads of the span.

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COLD-FORMED METAL FRAMING 05400.2

1.3 SUBMITTALS

A. Product Data: For each type of product and accessory indicated.

B. Shop Drawings: Show layout, spacings, sizes, thicknesses, and types of cold-formed metal framing; fabrication; and fastening and anchorage details, including mechanical fasteners.

1. For cold-formed metal framing indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

C. Welding certificates.

D. Qualification data.

E. Product test reports.

F. Research/evaluation reports.

1.4 QUALITY ASSURANCE

A. Product Tests: Mill certificates or data from a qualified independent testing agency indicating steel sheet complies with requirements.

B. Welding: Qualify procedures and personnel according to AWS D1.3, "Structural Welding Code--Sheet Steel."

C. Fire-Test-Response Characteristics: Where indicated, provide cold-formed metal framing identical to that of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction.

D. AISI Specifications and Standards: Comply with AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members" and its "Standard for Cold-Formed Steel Framing - General Provisions."

1. Comply with AISI's "Standard for Cold-Formed Steel Framing - Truss Design." 2. Comply with AISI's "Standard for Cold-Formed Steel Framing - Header Design."

E. Comply with AISI's "Standard for Cold-Formed Steel Framing - Prescriptive Method for One and Two Family Dwellings."

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COLD-FORMED METAL FRAMING 05400.3

PART 2 - PRODUCTS

2.1 MATERIALS

A. Steel Sheet: ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of grade and coating weight as follows:

1. Grade: ST33H or As required by structural performance. 2. Coating: G90 or equivalent.

2.2 LOAD-BEARING WALL FRAMING

A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: 0.0329 inch or as required by design loads. 2. Section Properties: Grade D 50,000 PSC minimum yield strength, 12 percent elongation.

B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with straight flanges, and same minimum base-metal thickness as steel studs.

C. Steel Box or Back-to-Back Headers: Manufacturer's standard C-shapes used to form header beams, of web depths indicated, punched, with stiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: 0.0329 inch or as required by design loads. 2. Flange Width: 1-3/8 inches. 3. Section Properties: Grade D 50,000 PSC minimum yield strength, 12 percent elongation.

2.3 EXTERIOR NON-LOAD-BEARING WALL FRAMING

A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: 0.0329 inch or as required by design loads. 2. Flange Width: 1-3/8 inches. 3. Section Properties: Grade D 50,000 PSC minimum yield strength, 12 percent elongation.

B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with unstiffened flanges, and same minimum base-metal thickness as steel studs.

C. Vertical Deflection Clips: Manufacturer's standard bypass or head clips, capable of accommodating upward and downward vertical displacement of primary structure through positive mechanical attachment to stud web.

D. Single Deflection Track: Manufacturer's single, deep-leg, U-shaped steel track; unpunched, with unstiffened flanges, of web depth to contain studs while allowing free vertical movement, with flanges designed to support horizontal and lateral loads.

E. Double Deflection Tracks: Manufacturer's double, deep-leg, U-shaped steel tracks, consisting of nested inner and outer tracks; unpunched, with unstiffened flanges.

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COLD-FORMED METAL FRAMING 05400.4

2.4 FLOOR JOIST FRAMING

A. Steel Joists: Manufacturer's standard C-shaped steel joists, of web depths indicated, unpunched, with stiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: 0.0329 inch 2. Flange Width: 2 inches minimum. 3. Section Properties: Grade D 50,000 PSC minimum yield strength, 12 percent elongation.

B. Steel Joist Track: Manufacturer's standard U-shaped steel joist track, of web depths indicated, unpunched, with unstiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: Matching steel joists. 2. Flange Width: 2 inches minimum.

2.5 FRAMING ACCESSORIES

A. Fabricate steel-framing accessories from steel sheet, ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of same grade and coating weight used for framing members, unless otherwise indicated.

B. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot-dip process according to ASTM A 123/A 123M.

C. Anchor Bolts: ASTM F 1554, Grade 36, threaded carbon-steel hex-headed bolts and carbon-steel nuts; and flat, hardened-steel washers; zinc coated by hot-dip process according to ASTM A 153/A 153M, Class C.

D. Expansion Anchors: Fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 5 times design load, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency.

E. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 10 times design load, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency.

F. Mechanical Fasteners: ASTM C 1513, corrosion-resistant-coated, self-drilling, self-tapping steel drill screws.

1. Head Type: Low-profile head beneath sheathing, manufacturer's standard elsewhere.

2.6 MISCELLANEOUS MATERIALS

A. Galvanizing Repair Paint: SSPC-Paint 20 or DOD-P-21035 ASTM A 780.

B. Cement Grout: Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration.

C. Shims: Load bearing, high-density multimonomer plastic, non-leaching.

D. Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch thick, selected from manufacturer's standard widths to match width of bottom track or rim track members.

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COLD-FORMED METAL FRAMING 05400.5

PART 3 - EXECUTION

3.1 PREPARATION

A. Install load bearing shims or grout between the underside of wall bottom track or rim track and the top of foundation wall or slab at stud or joist locations to ensure a uniform bearing surface on supporting concrete or masonry construction.

B. Install sealer gaskets to isolate the underside of wall bottom track or rim track and the top of foundation wall or slab at stud or joist locations.

3.2 INSTALLATION, GENERAL

A. Install cold-formed metal framing according to AISI's "Standard for Cold-Formed Steel Framing - General Provisions" and to manufacturer's written instructions unless more stringent requirements are indicated.

B. Install cold-formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened.

C. Install framing members in one-piece lengths.

D. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. Maintain braces and supports in place, undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured.

E. Do not bridge building expansion and control joints with cold-formed metal framing. Independently frame both sides of joints.

F. Install insulation, specified in Division 7 Section "Building Insulation," in built-up exterior framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are inaccessible on completion of framing work.

G. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's standard punched openings.

H. Erection Tolerances: Install cold-formed metal framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows:

1. Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials.

3.3 LOAD-BEARING WALL INSTALLATION

A. Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends, and at spacings as follows:

1. Anchor Spacing: To match stud spacing as shown on Shop Drawings.

B. Squarely seat studs against top and bottom tracks with gap not exceeding of 1/8 inch (3 mm) between the end of wall framing member and the web of track. Fasten both flanges of studs to top and bottom tracks. Space studs as follows:

1. Stud Spacing: 16 inches unless otherwise indicated on drawings.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

COLD-FORMED METAL FRAMING 05400.6

C. Set studs plumb, except as needed for diagonal bracing or required for non-plumb walls or warped surfaces and similar configurations.

D. Align studs vertically where floor framing interrupts wall-framing continuity. Where studs cannot be aligned, continuously reinforce track to transfer loads.

E. Align floor and roof framing over studs. Where framing cannot be aligned, continuously reinforce track to transfer loads.

F. Anchor studs abutting structural columns or walls, including masonry walls, to supporting structure as indicated.

G. Install headers over wall openings wider than stud spacing. Locate headers above openings as indicated. Fabricate headers of compound shapes indicated or required to transfer load to supporting studs, complete with clip-angle connectors, web stiffeners, or gusset plates.

1. Frame wall openings with not less than a double stud at each jamb of frame as indicated on Shop Drawings. Fasten jamb members together to uniformly distribute loads.

2. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with clip angles or by welding, and space jack studs same as full-height wall studs.

H. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, casework, heavy trim, furnishings, and similar work requiring attachment to framing.

1. If type of supplementary support is not indicated, comply with stud manufacturer's written recommendations and industry standards in each case, considering weight or load resulting from item supported.

I. Install horizontal bridging in stud system, spaced as indicated on Shop Drawings. Fasten at each stud intersection.

1. Bridging: Cold-rolled steel channel welded or mechanically fastened to webs of punched studs with a minimum of 2 screws into each flange of the clip angle for framing members up to 6 inches deep.

2. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and stud-track solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges.

3. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions.

J. Install steel sheet diagonal bracing straps to both stud flanges, terminate at and fasten to reinforced top and bottom tracks. Fasten clip-angle connectors to multiple studs at ends of bracing and anchor to structure.

K. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall-framing system.

3.4 EXTERIOR NON-LOAD-BEARING WALL INSTALLATION

A. Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure as indicated.

B. Fasten both flanges of studs to top and bottom track, unless otherwise indicated. Space studs as follows:

1. Stud Spacing: 16 inches unless indicated on drawings.

C. Set studs plumb, except as needed for diagonal bracing or required for non-plumb walls or warped surfaces and similar requirements.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

COLD-FORMED METAL FRAMING 05400.7

D. Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support.

1. Install single deflection tracks and anchor to building structure. 2. Install double deflection tracks and anchor outer track to building structure. 3. Connect vertical deflection clips to bypassing and infill studs and anchor to primary building

structure.

E. Install horizontal bridging in wall studs, spaced in rows indicated on Shop Drawings but not more than 48 inches apart. Fasten at each stud intersection.

1. Top Bridging for Single Deflection Track: Install row of horizontal bridging within [12 inches (305 mm)] [18 inches (450 mm)] of single deflection track. Install a combination of flat, taut, steel sheet straps of width and thickness indicated and stud or stud-track solid blocking of width and thickness matching studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges.

a. Install solid blocking at 96-inch centers.

2. Bridging: Cold-rolled steel channel welded or mechanically fastened to webs of punched studs. 3. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and stud-

track solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges.

4. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions.

F. Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip angles, continuous angles, anchors, fasteners, and stud girts, to provide a complete and stable curtain-wall-framing system.

3.5 JOIST INSTALLATION

A. Install perimeter joist track sized to match joists. Align and securely anchor or fasten track to supporting structure at corners, ends, and spacings indicated on Shop Drawings.

B. Install joists bearing on supporting frame, level, straight, and plumb; adjust to final position, brace, and reinforce. Fasten joists to both flanges of joist track.

1. Install joists over supporting frame with a minimum end bearing of 1-1/2 inches (38 mm). 2. Reinforce ends and bearing points of joists with web stiffeners, end clips, joist hangers, steel clip

angles, or steel-stud sections as indicated on Shop Drawings.

C. Space joists not more than 2 inches from abutting walls, and as follows:

1. Joist Spacing: 16 inches unless indicated on drawings.

D. Frame openings with built-up joist headers consisting of joist and joist track, nesting joists, or another combination of connected joists if indicated.

E. Install joist reinforcement at interior supports with single, short length of joist section located directly over interior support, with lapped joists of equal length to joist reinforcement, or as indicated on Shop Drawings.

1. Install web stiffeners to transfer axial loads of walls above.

F. Install bridging at intervals indicated on Shop Drawings. Fasten bridging at each joist intersection as follows:

1. Bridging: Joist-track solid blocking of width and thickness indicated, secured to joist webs.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

COLD-FORMED METAL FRAMING 05400.8

2. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and joist-track solid blocking of width and thickness indicated. Fasten flat straps to bottom flange of joists and secure solid blocking to joist webs.

G. Secure joists to load-bearing interior walls to prevent lateral movement of bottom flange.

H. Install miscellaneous joist framing and connections, including web stiffeners, closure pieces, clip angles, continuous angles, hold-down angles, anchors, and fasteners, to provide a complete and stable joist-framing assembly.

3.6 FIELD QUALITY CONTROL

A. Testing: Owner may engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Field and shop welds will be subject to testing and inspecting.

C. Testing agency will report test results promptly and in writing to Contractor and Architect.

D. Remove and replace work where test results indicate that it does not comply with specified requirements.

E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

3.7 REPAIRS AND PROTECTION

A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold-formed metal framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions.

B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer that ensure that cold-formed metal framing is without damage or deterioration at time of Substantial Completion.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

METAL FABRICATIONS 05500.1

SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes the following:

1. Loose steel lintels. 2. Shelf angles. 3. Miscellaneous steel framing and supports. 4. Miscellaneous steel trim. 5. Structural-steel door frames. 6. Pipe bollards.

1.2 SUBMITTALS

B. Shop Drawings: Include plans, elevations, sections, details of installation, and attachments to other Work. C. Templates: For anchor bolts.

PART 2 - PRODUCTS 2.1 METALS

A. Metal Surfaces, General: Provide materials with smooth, flat surfaces without blemishes. B. Ferrous Metals:

1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Stainless-Steel Bars and Shapes: ASTM A 276, Type [304] [316L]. 3. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M

or ASTM A 283/A 283M, Grade C or D. 4. Rolled-Stainless-Steel Floor Plate: ASTM A 793. 5. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500. 6. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless another weight is indicated or

required by structural loads. 7. Slotted Channel Framing: Cold-formed metal channels 1-5/8 by 1-5/8 inches with flange edges

returned toward web and with 9/16-inch- wide slotted holes in webs at 2 inches o.c. Channels made from galvanized steel complying with ASTM A 653/A 653M, structural quality, Grade 33 with G90 coating; 0.079-inch nominal thickness.

8. Iron Castings: ASTM A 47, Grade 32510 malleable iron or ASTM A 48, Class 30 gray iron. 9. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either ASTM A 47

malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, hot-dip galvanized per ASTM A 153/A 153M.

C. Aluminum:

1. Extrusions: ASTM B 221 alloy 6063-T6. 2. Alloy Rolled Tread Plate: ASTM B 632/B 632M, alloy 6061-T6.

2.2 PAINT

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

METAL FABRICATIONS 05500.2

A. Shop Primer for Ferrous Metal: Fast-curing, lead- and chromate-free, universal modified-alkyd primer complying with performance requirements in FS TT-P-664 and compatible with finish paint systems indicated.

B. Shop Primer for Ferrous Metal: SSPC-Paint 20, organic zinc-rich primer compatible with topcoat.

1. Available Products: Subject to compliance with requirements, products that may be incorporated

into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following:

a. Carboline Company; Carboline 621. b. PPG Industries, Inc.; Aquapon Zinc-Rich Primer 97-670. c. Tnemec Company, Inc.; Tneme-Zinc 90-97.

C. Galvanizing Repair Paint: SSPC-Paint 20, high-zinc-dust-content paint for regalvanizing welds in steel.

2.3 MISCELLANEOUS MATERIALS

A. Fasteners: Type 304 or 316 stainless-steel fasteners for exterior use and zinc-plated fasteners with

coating complying with ASTM B 633, Class Fe/Zn 5, where built into exterior walls, of type, grade, and class required by application indicated.

B. Nonshrink, Nonmetallic Grout: ASTM C 1107, factory-packaged, nonstaining, noncorrosive, nongaseous

grout. C. Concrete Fill: Comply with requirements in Division 3 Section "Cast-in-Place Concrete" for normal-weight,

air-entrained, ready-mix concrete with a minimum 28-day compressive strength of 3000 psi, unless otherwise indicated.

2.4 FABRICATION A. Connections, General: Use connections that maintain structural value of joined pieces.

1. Shear and punch metals cleanly and accurately. Remove burrs. 2. Weld corners and seams continuously. Use materials and methods that minimize distortion and

develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Finish exposed welds smooth and blended.

3. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes.

4. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous.

B. Loose Steel Lintels: Fabricate loose structural-steel lintels from steel angles and shapes of size indicated

for openings and recesses in masonry walls and partitions at locations indicated. 1. Galvanize loose steel lintels located in exterior walls.

C. Shelf Angles: Fabricate shelf angles of sizes indicated and for attachment to framing. Fabricate with

horizontally slotted holes to receive 3/4-inch bolts, spaced not more than 6 inches from ends and 24 inches o.c. 1. Galvanize shelf angles to be installed in exterior walls. 2. Furnish wedge-type concrete inserts, complete with fasteners, to attach shelf angles to cast-in-

place concrete. D. Miscellaneous Framing and Supports: Fabricate steel framing and supports that are not a part of

structural-steel framework as necessary to complete the Work from structural steel of welded construction. Cut, drill, and tap units to receive hardware, hangers, and similar items.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

METAL FABRICATIONS 05500.3

1. Where indicated to be cast into concrete or built into masonry, equip with integrally welded anchors at 24 inches o.c.

2. Fabricate steel girders for wood frame construction from continuous steel shapes. Where wood nailers are attached to girders with bolts or lag screws, drill holes at 24 inches o.c.

3. Fabricate steel pipe columns for supporting wood frame construction with steel baseplates and top plates welded to pipe with fillet welds the same size as pipe wall thickness.

G. Miscellaneous Steel Trim: Fabricate units with continuously welded joints and smooth exposed edges.

Miter corners and use concealed splices where possible. Fabricate cutouts, fittings, and anchorages; coordinate assembly and installation with other work.

H. Structural-Steel Door Frames: Fabricate from structural shapes and bars fully welded together, with 5/8-

by-1-1/2-inch steel channel stops secured with countersunk machine screws. Reinforce frames and drill and tap as necessary to accept finish hardware. 1. Fabricate with steel strap anchors, with a minimum 6-inch embedment, welded to frame jambs no

more than 12 inches from both bottom and head of frame, and not more than 30 inches apart. 2. Extend bottom of frames to floor with steel angle clips welded to frames. 3. Galvanize exterior frames.

I. Pipe Bollards: Fabricate from Schedule 40 steel pipe.

1. Cap bollards with 1/4-inch- minimum steel plate. 2. Fabricate bollards with 3/8-inch- thick steel baseplates for bolting to concrete slab. Drill baseplates

at all four corners for 3/4-inch anchor bolts. 3. Fabricate sleeves for bollard anchorage from steel pipe with 1/4-inch- thick steel plate welded to

bottom of sleeve. 2.5 FINISHES

A. Finish metal fabrications after assembly. Comply with NAAMM's "Metal Finishes Manual for Architectural

and Metal Products" for recommendations for applying and designating finishes. Shop prime ferrous-metal items not indicated to be galvanized. 1. Hot-dip galvanize items indicated to be galvanized to comply with ASTM A 123 or

ASTM A 153/A 153M as applicable. 2. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with SSPC-

SP 3, "Power Tool Cleaning." 3. Apply shop primer to comply with SSPC-PA 1, "Paint Application Specification No. 1," for shop

painting. PART 3 - EXECUTION 3.1 INSTALLATION

A. General: Provide anchorage devices and fasteners for securing metal fabrications to in-place construction.

Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, with edges and surfaces level, plumb, and true. 1. Provide temporary bracing or anchors in formwork for items that are to be built into concrete,

masonry, or similar construction. 2. Fit exposed connections accurately together. Weld connections, unless otherwise indicated. Do

not weld, cut, or abrade galvanized surfaces. B. Set bearing and leveling plates on cleaned surfaces using wedges, shims, or leveling nuts. After bearing

members have been positioned and plumbed, tighten anchor bolts and pack with nonshrink, nonmetallic grout.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

METAL FABRICATIONS 05500.4

C. Bollards:

1. Anchor in concrete with pipe sleeves preset and anchored into concrete. Fill space between bollard

and sleeve solidly with nonshrink, nonmetallic grout. 2. Anchor in place with concrete footings. Support and brace bollards in position in footing

excavations until concrete has been placed and cured. 3. Anchor to existing construction with postinstalled anchors and bolts. Provide four 3/4-inch anchors

at each bollard, embedded at least 4 inches in existing concrete. 4. Fill bollards solidly with concrete, mounding top surface.

D. Touch up surfaces and finishes after erection.

1. Painted Surfaces: Clean field welds, bolted connections, and abraded areas and touch up paint

with the same material as used for shop painting. 2. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair

galvanizing to comply with ASTM A 780.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

ROUGH CARPENTRY 06100.1

SECTION 06100 - ROUGH CARPENTRY 1.1 GENERAL

A. Submittals: Submit the following:

1. Product Data for engineered wood products, underlayment, insulating sheathing, air-infiltration

barriers, metal framing anchors, and construction adhesives. 2. Material certificates for dimension lumber specified to comply with minimum allowable unit stresses. 3. Wood treatment data, including chemical treatment manufacturer's instructions for handling,

storing, installing, and finishing treated materials. 4. Research or evaluation reports of the model code organization acceptable to authorities having

jurisdiction that evidence code compliance of engineered wood products, foam-plastic sheathing, air-infiltration barriers, metal framing anchors, power-driven fasteners, and fire-retardant-treated wood.

1.2 PRODUCTS

A. Lumber, General: Comply with DOC PS 20 and with applicable grading rules of inspection agencies

certified by the American Lumber Standards Committee's (ALSC) Board of Review. Provide dressed lumber, S4S, with each piece factory marked with grade stamp of inspection agency. 1. For exposed lumber, furnish pieces with grade stamps applied to ends or back of each piece, or

omit grade stamps and provide grade-compliance certificates issued by inspection agency. 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2-inch

nominal thickness or less, unless otherwise indicated. 3. Provide lumber with 15 percent maximum moisture content at time of dressing for 2-inch nominal

thickness or less, unless otherwise indicated. B. Wood-Preservative-Treated Materials: Comply with applicable requirements of AWPA C2 (lumber) and

AWPA C9 (plywood). Mark each treated item with the Quality Mark Requirements of an inspection agency approved by ALSC's Board of Review. 1. Pressure treat aboveground items with waterborne preservatives to a minimum retention of

0.25lb/cu. ft. After treatment, kiln-dry lumber and plywood to a maximum moisture content of 19 and 15 percent, respectively. Treat indicated items and the following: a. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar

members in connection with roofing, flashing, vapor barriers, and waterproofing. b. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact

with masonry or concrete. c. Wood framing members less than 18 inches above grade. d. Wood floor plates installed over concrete slabs directly in contact with earth.

2. Pressure treat wood members in contact with ground or freshwater with waterborne preservatives

to a minimum retention of 0.40 lb/cu. ft. 3. Complete fabrication of treated items before treatment, where possible. If cut after treatment, apply

field treatment complying with AWPA M4 to cut surfaces. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces.

C. Fire-Retardant-Treated Materials: Comply with applicable requirements of AWPA C20 (lumber) and

AWPA C27 (plywood). Identify fire-retardant-treated wood with appropriate classification marking of UL; U.S. Testing; Timber Products Inspection, Inc.; or another testing and inspecting agency acceptable to authorities having jurisdiction. 1. Research or Evaluation Reports: Provide fire-retardant-treated wood acceptable to authorities

having jurisdiction and for which a current model code research or evaluation report exists that evidences compliance of fire-retardant-treated wood for application indicated.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

ROUGH CARPENTRY 06100.2

2. Interior Type A: For interior locations, use chemical formulation that produces treated lumber and plywood with the following properties under conditions present after installation: a. Bending strength, stiffness, and fastener-holding capacities are not reduced below values

published by manufacturer of chemical formulation under elevated temperature and humidity conditions simulating installed conditions when tested by a qualified independent testing agency.

b. No form of degradation occurs due to acid hydrolysis or other causes related to treatment. c. Contact with treated wood does not promote corrosion of metal fasteners.

3. Exterior Type: Use for exterior locations and where indicated. 4. Inspect each piece of treated lumber or plywood after drying and discard damaged or defective

pieces. D. Dimension Lumber: Provide dimension lumber of grades indicated according to the ALSC National

Grading Rule (NGR) provisions of the inspection agency indicated. 1. Non-Load-Bearing Interior Partitions: Provide Standard, Stud, or No. 3 grade and any of the

following species: a. Species: Eastern softwoods; NELMA. b. Species: Northern species; NLGA. c. Species: Mixed southern pine; SPIB. d. Species: Western woods; WCLIB or WWPA.

2. Framing Other than Non-Load-Bearing Partitions: Provide Construction or No. 2 grade and any of

the following species: a. Species: Southern pine; SPIB. b. Species: Douglas fir-larch; NLGA, WCLIB, or WWPA. c. Species: Hem-fir; NLGA, WCLIB, or WWPA. d. Species: Douglas fir south; WWPA.

3. Framing Other than Non-Load-Bearing Partitions: Provide any species of machine stress-rated

(MSR) dimension lumber with a grade of 1450f-1.3E. 4. Framing Other than Non-Load-Bearing Partitions: Provide any species and grade with a modulus

of elasticity of at least 1,300,000 psi and an extreme fiber stress in bending of at least 850 psi for 2-inch nominal thickness and 12-inch nominal width for single member use.

5. Exposed Framing: Provide material hand-selected from lumber of species and grade indicated below for uniformity of appearance and freedom from characteristics that would impair finish appearance. a. Species and Grade: As indicated above for load-bearing construction of same type. b. Species and Grade: Spruce-pine-fir, Select Structural; NELMA, NLGA, WCLIB, or WWPA. c. Species and Grade: Southern pine, Select Structural; SPIB. d. Species and Grade: Hem-fir, Select Structural; NLGA, WCLIB, or WWPA.

E. For timbers of 5-inch nominal size and thicker, provide Douglas fir-larch, Select Structural per NLGA,

WCLIB, or WWPA rules or Southern pine, No. 1 Dense per SPIB rules. F. Concealed Boards: Provide lumber with 19 percent maximum moisture content and any of the following

species and grades: 1. Species and Grade: Eastern softwoods, No. 3 Common per NELMA rules. 2. Species and Grade: Northern species, No. 3 Common or Standard per NLGA rules. 3. Species and Grade: Mixed southern pine, No. 2 per SPIB rules. 4. Species and Grade: Western woods, Standard per WCLIB rules or No. 3 Common per WWPA

rules.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

ROUGH CARPENTRY 06100.3

G. Miscellaneous Lumber: Provide No. 3 or Standard grade lumber of any species for support or attachment of other construction, including rooftop equipment curbs and support bases, cant strips, bucks, nailers, blocking, and similar members.

H. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model code

research or evaluation reports exist that evidence compliance with building code in effect for Project. Provide engineered wood products with allowable design stresses, as published by manufacturer that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis, and demonstrated by comprehensive testing performed by a qualified independent testing agency. 1. Laminated-Veneer Lumber: Lumber manufactured by laminating wood veneers in a continuous

press using an exterior-type adhesive complying with ASTM D 2559 to produce members with grain of veneers parallel to their lengths and complying with the following requirements: a. Extreme Fiber Stress in Bending: 2500 psi for 12-inch nominal depth members. b. Modulus of Elasticity: 2,000,000 psi.

2. Parallel-Strand Lumber: Lumber manufactured by laying up wood strands using an exterior-type

adhesive complying with ASTM D 2559, and cured under pressure to produce members with grain of strands parallel to their lengths and complying with the following requirements: a. Extreme Fiber Stress in Bending: 2900 psi for 12-inch nominal- depth members. b. Modulus of Elasticity: 2,000,000 psi.

I. Wood-Based Structural-Use Panels: Provide either all-veneer, mat-formed, or composite panels

complying with DOC PS 2, "Performance Standard for Wood-Based Structural-Use Panels," unless otherwise indicated. Provide plywood panels complying with DOC PS 1, "U.S. Product Standard for Construction and Industrial Plywood," where plywood is indicated. 1. Trademark: Factory mark structural-use panels with APA trademark evidencing compliance with

grade requirements. 2. Span Ratings: Provide panels with span ratings required to suit support spacing indicated. 3. Span Ratings: Provide panels with span ratings required to meet "Code Plus" provisions of APA

Form No. E30, "APA Design/Construction Guide: Residential & Commercial." 4. Combination Subfloor-Underlayment: APA-rated Sturd-I-Floor, Exposure 1. 5. Sub flooring: APA-rated sheathing, Exposure 1. 6. Wall Sheathing: APA-rated sheathing, Exposure 1. 7. Wall Sheathing: APA-rated Structural I sheathing, Exposure 1. 8. Roof Sheathing: APA-rated sheathing, Exterior. 9. Roof Sheathing: APA-rated Structural I sheathing, Exterior. 10. Plywood Backing Panels: For mounting electrical or telephone equipment, provide fire-retardant-

treated plywood panels with grade, C-D Plugged Exposure 1, in thickness indicated or, if not otherwise indicated, not less than 15/32 inch thick.

J. Particleboard: Comply with and factory mark each panel according to ANSI A208.1. Provide thickness

indicated. 1. Particleboard Underlayment: Grade PBU.

K. Hardboard Underlayment: ANSI/AHA A135.4, Class 4 (Service), S1S; with back side sanded to produce

boards with uniform thickness of 0.215 or 0.200 inch as standard with manufacturer, plus or minus 0.005 inch.

L. Gypsum Sheathing Board: Water-resistant-core gypsum sheathing board complying with ASTM C 79 with

long edges surfaced with water-repellent paper, thickness indicated, and as follows: 1. Type: Regular. 2. Type: X. 3. Edge Configuration: V-shaped tongue-and-groove long edges, for horizontal application.

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ROUGH CARPENTRY 06100.4

4. Edge Configuration: Square, for vertical application. M. Glass-Fiber-Surfaced Gypsum Sheathing Board: Gypsum sheathing board consisting of noncombustible

gypsum core incorporating a water-resistant material, surfaced on face and back with glass-fiber mats with alkali-resistant coating, and with unsurfaced square edges; complying with ASTM C 79, thickness indicated, and as follows: 1. Type: Regular. 2. Type: X.

N. Air-Infiltration Barrier: Asphalt-saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt

felt), unperforated. O. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or

in area of high relative humidity, provide fasteners with a hot-dip zinc coating per ASTM A 153 or of Type 304 stainless steel. 1. Power-Driven Fasteners: CABO NER-272. 2. Bolts: Steel bolts complying with ASTM A 307, Grade A with ASTM A 563 hex nuts and, where

indicated, flat washers. P. Metal Framing Anchors: Provide galvanized steel framing anchors of structural capacity, type, and size

indicated and as follows: 1. Research or Evaluation Reports: Provide products for which model code research or evaluation

reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with building code in effect for Project.

2. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis, and demonstrated by comprehensive testing performed by a qualified independent testing agency.

3. Galvanized Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653, G60 coating designation; structural, commercial, or lock-forming quality, as standard with manufacturer for type of anchor indicated.

Q. Sill-Sealer Gaskets: Glass-fiber-resilient insulation, fabricated in strip form, for use as a sill sealer; 1-inch

nominal thickness, compressible to 1/32 inch selected from manufacturer's standard widths to suit width of sill members indicated.

R. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG-01 that is approved

for use with type of construction panel indicated by both adhesive and panel manufacturers. 1.3 EXECUTION

A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. B. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of

furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with

the following: 1. CABO NER-272 for power-driven staples, P-nails, and allied fasteners. 2. Published requirements of metal framing anchor manufacturer. 3. "Recommended Nailing Schedule" of referenced framing standard and with AFPA's "National

Design Specifications for Wood Construction." 4. "Table 23-I-Q--Nailing Schedule" of the Uniform Building Code. 5. "Table 2305.2--Fastening Schedule" of the BOCA National Building Code.

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ROUGH CARPENTRY 06100.5

6. "Table 1705.1--Fastening Schedule," of the Standard Building Code. D. Use hot-dip galvanized or stainless-steel nails where rough carpentry is exposed to weather, in ground

contact, or in area of high relative humidity. E. Countersink nail heads on exposed carpentry work and fill holes with wood filler. F. Framing Standard: Comply with AFPA's "Manual for Wood Frame Construction," unless otherwise

indicated. G. Installation of Structural-Use Panels: Comply with applicable recommendations contained in APA Form

No. E30, "APA Design/Construction Guide: Residential & Commercial," for types of structural-use panels and applications indicated. 1. Comply with "Code Plus" provisions of above-referenced guide. 2. Fastening Methods: Fasten panels as indicated below:

a. Combination Sub flooring-Underlayment: Glue and nail to framing throughout. b. Sub flooring: Glue and nail to framing throughout. c. Sheathing: Nail to framing. d. Sheathing: Nail or staple to framing. e. Underlayment: Nail or staple to sub flooring.

H. Air-Infiltration Barrier: Cover sheathing with air-infiltration barrier to comply with manufacturer's written

instructions. 1. Apply air-infiltration barrier to cover upstanding flashing with 4-inch overlap.

END OF SECTION

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06 16 43-1 Gypsum Sheathing

SECTION 06164 – EXTERIOR GYPSUM SHEATHING PART 1 GENERAL 1.01 SUMMARY

A. Section Includes: Glass-mat, moisture resistant gypsum sheathing.

B. Related Sections: 1. Section 05400 Structural Metal Stud Framing. 2. Section 06100 Rough Carpentry. 3. Section 09260 Gypsum Board Assemblies.

1.02 REFERENCES

A. ASTM International (ASTM): 1. ASTM C473 Standard Test Methods for Physical Testing of Gypsum Panel Products. 2. ASTM C518 Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat

Flow Meter Apparatus. 3. ASTM C1002 Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum

Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs. 4. ASTM C1177 Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing. 5. ASTM C1280 Standard Specification for Application of Gypsum Sheathing. 6. ASTM E72 Standard Test Methods of Conducting Strength Tests of Panels for Building Construction. 7. ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials.

1.03 SUBMITTALS

A. Product Data: Manufacturer’s specifications and installation instructions for each product specified. PART 2 PRODUCTS 2.01 MANUFACTURERS

A. Georgia-Pacific Gypsum LLC: 1. Glass-Mat Faced Gypsum Sheathing: DensGlass Gold.

B. CertainTeed 1. GlasRoc Enhanced Glass Reinforced Gypsum Sheathing Type X.

2.02 MATERIALS

A. Glass-Mat Faced Gypsum Sheathing: ASTM C1177: 1. Thickness: 5/8 inch. 2. Width: 4 feet. 3. Length: 8 feet. 4. Weight: 1900 pounds per M square feet. 5. Edges: Square. 6. Surfacing: Coated glass mat on face, back, and long edges. 7. Racking Strength (Ultimate, not design value) (ASTM E72): Not less than 540 pounds per square foot, dry. 8. Flexural Strength, Parallel (ASTM C473): 80 lbf, parallel. 9. Humidified Deflection (ASTM C1177): Not more than 1/4 inch.

10. Permeance (ASTM E96): 23 perms. 11. R-Value (ASTM C518): 0.56.

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06 16 43-2 Gypsum Sheathing

B. Fire-Rated Glass-Mat Faced Gypsum Sheathing: ASTM C1177, Type X: 1. Thickness: 5/8 inch. 2. Width: 4 feet. 3. Length: 8 feet. 4. Weight: 2500 pounds per M square feet. 5. Edges: Square. 6. Surfacing: Coated glass mat on face, back, and long edges. 7. Racking Strength (Ultimate, not design value) (ASTM E72): Not less than 654 pounds per square foot, dry. 8. Flexural Strength, Parallel (ASTM C1177): 100 lbf, parallel. 9. Humidified Deflection (ASTM C1177): Not more than 1/8 inch.

10. Permeance (ASTM E96): Not more than 12 perms. 11. R-Value (ASTM C518): 0.67.

2.03 ACCESSORIES

A. Screws: ASTM C1002, corrosion resistant treated. PART 3 EXECUTION 3.01 EXAMINATION

A. Verification of Conditions: 1. Inspection: Verify that project conditions and substrates are acceptable, to the installer, to begin installation of

work of this section. 3.02 INSTALLATION

A. General: In accordance with ASTM C1280 and the manufacturer’s recommendations.

1. Manufacturer’s Recommendations: a. Current “Product Catalog”, Georgia-Pacific Gypsum. b. Current “Product Catalog”, CertainTeed

3.03 PROTECTION

A. Protect gypsum board installations from damage and deterioration until date of Substantial Completion.

END OF SECTION

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FINISH CARPENTRY 06200.1

SECTION 06200 - FINISH CARPENTRY 1.1 GENERAL

A. Submittals: In addition to Product Data, submit Samples for each finish and type of siding and paneling.

1.2 PRODUCTS

A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," for lumber and with

applicable grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review.

B. Softwood Plywood: Comply with DOC PS 1, "U.S. Product Standard for Construction and Industrial

Plywood." C. Hardwood Plywood: Comply with HPVA HP-1, "Interim Voluntary Standard for Hardwood and Decorative

Plywood." D. Preservative Treatment: Comply with NWWDA I.S. 4 for exterior finish carpentry to receive water-repellent

preservative treatment. E. Fire-Retardant Treatment: Where indicated, use materials impregnated with fire-retardant chemicals per

AWPA C20; exterior type or interior Type A as required. F. Exterior Standing and Running Trim: Provide finished lumber and moldings complying with the following

requirements: 1. Species and Grade: Smooth-textured, Clear All Heart redwood; RIS.

G. Interior Standing and Running Trim: Provide finished lumber and moldings complying with the following

requirements: 1. Species and Grade: C Select, eastern white pine; NELMA or B & Btr. Select or Supreme, Idaho

white, lodge pole, ponderosa, or sugar pine; WWPA. H. Wood Molding Patterns: Provide stock moldings made to patterns included in WMMPA WM 7 and graded

under WMMPA WM 4. 1. Moldings for Painted Finish: P-Grade. 2. Molding for transparent finish: N-Grade.

I. Shelving: 3/4-inch melamine faced particleboard shelving with radiused and filled front edge. Reference

fabricator’s shop drawings for additional information.

1.3 EXECUTION

A. Condition finish carpentry to average prevailing humidity conditions in installation areas before installation,

for a minimum of 24 hours. B. Prime and backprime lumber for painted finish exposed on the exterior. Comply with requirements for

surface preparation and application in Division 9 Section "Painting." C. Install finish carpentry plumb, level, true, and aligned with adjacent materials. Use concealed shims where

required for alignment. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer.

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FINISH CARPENTRY 06200.2

D. Standing and Running Trim: Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Stagger joints in adjacent and related trim. Cope at returns and miter at corners.

E. Repair damaged or defective finish carpentry where possible to eliminate functional or visual defects.

Where not possible to repair, replace finish carpentry. Adjust joinery for uniform appearance.

END OF SECTION

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INTERIOR ARCHITECTURAL WOODWORK 06402.1

SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes interior woodwork including for the following applications:

1. Standing and running trim. 2. Wood cabinets. 3. Plastic-laminate cabinets. 4. Plastic-laminate countertops. 5. Solid-surfacing-material countertops. 6. Flush wood paneling and wainscots. 7. Stairwork and rails. 8. Frames and jambs. 9. Shop finishing of woodwork.

B. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips, unless

concealed within other construction before woodwork installation. C. Rough carriages for stairs are interior architectural woodwork.

1. See Division 6 Section "Rough Carpentry" for platform framing and other rough framing associated

with stairwork. 1.2 SUBMITTALS

A. Product Data: For the following:

1. Cabinet hardware and accessories. 2. Handrail brackets. 3. Finishing materials and processes.

B. Shop Drawings: Include location of each item, plans and elevations, large-scale details, attachment

devices, and other components. C. Samples:

1. Lumber and panel products for transparent finish, for each species and cut, finished on one side

and one edge. 2. Lumber and panel products with shop-applied opaque finish, for each finish system and color, with

exposed surface finished. 3. Plastic-laminate-clad panel products, for each type, color, pattern, and surface finish. 4. Thermoset decorative-overlay surfaced panel products, for each type, color, pattern, and surface

finish. 5. Solid-surfacing materials.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: Fabricator of woodwork. B. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork Quality

Standards" for grades of interior architectural woodwork, construction, finishes, and other requirements. 1. Provide AWI certification labels or compliance certificate indicating that woodwork complies with

requirements of grades specified.

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INTERIOR ARCHITECTURAL WOODWORK 06402.2

C. Quality Standard: Unless otherwise indicated, comply with WIC's "Manual of Millwork" for grades of interior

architectural woodwork, construction, finishes, and other requirements. 1. Provide WIC-certified compliance certificate indicating that woodwork complies with requirements of

grades specified. 2. Provide WIC-certified compliance certificate for installation.

1.4 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is

complete, and HVAC system is operating and maintaining temperature and relative humidity at levels planned for building occupants during the remainder of the construction period.

PART 2 - PRODUCTS 2.1 MATERIALS

A. Wood for Transparent Finish:

1. Species and Cut: Red oak, plain sawn or sliced 2. Species and cut: Maple to match sample provided by casework house.

B. Wood for Opaque Finish:

1. Species: Eastern white pine.

C. Wood Products:

1. Hardboard: AHA A135.4. 2. Medium-Density Fiberboard: ANSI A208.2, Grade MD. 3. Particleboard: ANSI A208.1, Grade M-2. 4. Softwood Plywood: DOC PS 1, Medium Density Overlay. 5. Hardwood Plywood and Face Veneers: HPVA HP-1.

D. Thermoset Decorative Overlay: Particleboard or medium-density fiberboard with surface of thermally

fused, melamine-impregnated decorative paper complying with LMA SAT-1. E. Clear Float Glass for Doors: ASTM C 1036, Type I, Class 1, Quality q3, 6 mm thick, unless otherwise

indicated. F. Clear Tempered Float Glass for Doors: ASTM C 1048, Kind FT, Condition A, Type I, Class 1, Quality q3;

manufactured by horizontal (roller-hearth) process, with exposed edges seamed before tempering, 6 mm thick, unless otherwise indicated.

G. High-Pressure Decorative Laminate: NEMA LD 3.

1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following: 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Nevamar. b. Pionite

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INTERIOR ARCHITECTURAL WOODWORK 06402.3

H. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ANSI Z124.3, for

Type 5 or Type 6 material and performance requirements, without a pre-coated finish. 1. Available Products: Subject to compliance with requirements, products that may be incorporated

into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following:

a. Avonite, Inc.; Avonite. b. DuPont Polymers; Corian. c. Formica Corporation; Surell. d. International Paper, Decorative Products Div.; Fountainhead. e. Swan Corporation (The); Swanstone. f. Wilsonart International, Div. of Premark International, Inc.; Gibraltar.

2.2 FIRE-RETARDANT-TREATED MATERIALS

A. Fire-Retardant-Treated Lumber and Plywood: Materials impregnated with fire-retardant chemical

formulations to comply with AWPA C20 (lumber) and AWPA C27 (plywood), Exterior Type or Interior Type A. Use fire-retardant-treatment formulations that do not bleed through or otherwise adversely affect finishes. Kiln-dry material after treatment.

B. Fire-Retardant Particleboard: Panels made from softwood particles and fire-retardant chemicals mixed

together at time of panel manufacture with flame-spread index of 25 or less and smoke-developed index of 25 or less per ASTM E 84.

C. Fire-Retardant Fiberboard: ANSI A208.2 medium-density fiberboard panels made from softwood fibers,

synthetic resins, and fire-retardant chemicals mixed together at time of panel manufacture with flame-spread index of 25 or less and smoke-developed index of 200 or less per ASTM E 84.

2.3 CABINET HARDWARE AND ACCESSORIES

A. General: Provide cabinet hardware and accessory materials for a complete installation of architectural

woodwork, except for items specified in Division 8 Section "Door Hardware." B. Hardware Standard: Comply with BHMA A156.9 for items indicated by referencing BHMA numbers or

items referenced to this standard.

2.4 INSTALLATION MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, fire-retardant-treated, kiln-

dried to less than 15 percent moisture content.

2.5 FABRICATION

A. General: Complete fabrication to maximum extent possible before shipment to Project site. Where

necessary for fitting at site, provide allowance for scribing, trimming, and fitting. 1. Interior Woodwork Grade: Premium complying with the referenced quality standard. 2. Shop cut openings to maximum extent possible. Sand edges of cutouts to remove splinters and

burrs. 3. Seal edges of openings in countertops with a coat of varnish. 4. Install glass to comply with applicable requirements in Division 8 Section "Glazing" and in GANA's

"Glazing Manual." For glass in wood frames, secure glass with removable stops. 5. For trim items wider than available lumber, use veneered construction. Do not glue for width. 6. Backout or groove backs of flat trim members and kerf backs of other wide, flat members, except

for members with ends exposed in finished work.

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INTERIOR ARCHITECTURAL WOODWORK 06402.4

7. Assemble casings in plant except where limitations of access to place of installation require field assembly.

B. Plastic-Laminate Cabinets: 1. AWI Type of Cabinet Construction: Flush overlay . 2. WIC Construction Style: Style A, Frameless. 3. WIC Construction Type: Type II, single-length sections to fit access openings. 5. Reveal Dimension: 1/2 inch. 6. Laminate Cladding for Exposed Surfaces: High-pressure decorative of grade indicated.

a. Horizontal Surfaces Other Than Tops: HGS. b. Postformed Surfaces: HGP. c. Vertical Surfaces: HGS. d. Edges: PVC tape, 0.018-inch minimum thickness, matching laminate in color, pattern, and

finish. 7. Materials for Semi exposed Surfaces Other Than Drawer Bodies: High-pressure decorative

laminate, Grade VGS [High-pressure decorative laminate, Grade CLS Thermoset decorative overlay.

8. Colors, Patterns, and Finishes: As selected from manufacturer’s full range. C. Plastic-Laminate Countertops:

1. High-Pressure Decorative Laminate Grade: HGS. 2. Colors, Patterns, and Finishes: As selected from manufacturer's full range. 3. Edge Treatment: PVC T-Mold matching laminate in color.

2.6 SHOP FINISHING

A. Finish architectural woodwork at fabrication shop. Defer only final touchup, cleaning, and polishing until

after installation.

PART 3 - EXECUTION 3.1 INSTALLATION

A. Condition woodwork to average prevailing humidity conditions in installation areas and examine and

complete work as required, including removal of packing and backpriming before installation. B. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same grade specified in this

Section for type of woodwork involved. C. Quality Standard: Install woodwork to comply with WIC Section 26 for the same grade specified in this

Section for type of woodwork involved. D. Install woodwork level, plumb, true, and straight to a tolerance of 1/8 inch in 96 inches. Shim as required

with concealed shims. E. Scribe and cut woodwork to fit adjoining work, and refinish cut surfaces and repair damaged finish at cuts. F. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with

countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails [or finishing screws] for exposed fastening, countersunk and filled flush with woodwork and matching final finish if transparent finish is indicated.

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INTERIOR ARCHITECTURAL WOODWORK 06402.5

G. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to greatest extent possible. Fill gaps, if any, between top of base and wall with plastic wood filler, sand smooth, and finish same as wood base, if finished.

H. Countertops: Anchor securely by screwing through corner blocks of base cabinets or other supports into

underside of countertop. Calk space between backsplash and wall with sealant specified in Division 7 Section "Joint Sealants."

I. Paneling: Anchor paneling to supporting substrate with exposed ½ “ diameter stainless steel socket set

screws.

END OF SECTION

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BUILDING INSULATION 07210.1

SECTION 07210 - BUILDING INSULATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Perimeter insulation under slabs-on-grade. 2. Perimeter wall insulation (supporting backfill). 3. Cavity-wall insulation. 4. Concealed building insulation. 5. Exposed building insulation. 6. Loose-fill building insulation. 7. Self-supported, spray-applied insulation. 8. Vapor retarders. 9. Sound attenuation insulation.

1.2 PERFORMANCE REQUIREMENTS

A. Plenum Rating: If indicated on drawings provide glass or slag-wool-fiber/rock-wool fiber insulation where indicated in ceiling plenums whose test performance is rated as follows for use in plenums as determined by testing identical products per "Erosion Test" and "Mold Growth and Humidity Test" described in UL 181, or on comparable tests from another standard acceptable to authorities having jurisdiction.

1. Erosion Test Results: Insulation shows no visible evidence of cracking, flaking, peeling, or de-lamination of interior surface of duct assembly, after testing for 4 hours at 2500-fpm air velocity.

2. Mold Growth and Humidity Test Results: Insulation shows no evidence of mold growth, de-lamination, or other deterioration due to the effects of high humidity, after inoculation with Chaetomium globosium on all surfaces and storing for 60 days at 100 percent relative humidity in the dark.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples for Verification: Full-size units for each type of exposed insulation indicated.

C. Product test reports.

D. Research/Evaluation Reports: For foam-plastic insulation.

1.4 QUALITY ASSURANCE

A. Retain ASTM test method below based on product and kind of fire-resistance characteristic specified for each product in Part 2. Fire-Test-Response Characteristics: Provide insulation and related materials with the fire-test-response characteristics indicated, as determined by testing identical products per ASTM E 84 for surface-burning characteristics] [and] [other methods indicated with product, by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency.

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BUILDING INSULATION 07210.2

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.

2. Products: Subject to compliance with requirements, provide one of the products specified. 3. Available Manufacturers: Subject to compliance with requirements, manufacturers offering

products that may be incorporated into the Work include, but are not limited to, manufacturers specified.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified.

5. Not all listed products are applicable to this project. See Schedule of Insulation is Section 3.7.

2.2 FOAM-PLASTIC BOARD INSULATION

A. Extruded-Polystyrene Board Insulation: ASTM C 578, Type VI, 1.80 lb/cu. ft, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively:

1. Manufacturers:

a. DiversiFoam Products. b. Dow Chemical Company. c. Owens Corning.

B. Foil-Faced, Polyisocyanurate Board Insulation: ASTM C 1289, Type I, Class 1, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, based on tests performed on unfaced core on thicknesses up to 4 inches.

1. Manufacturers:

a. Atlas Roofing Corporation. b. Dow Chemical Company. c. Rmax, Inc.

2.3 GLASS-FIBER BOARD INSULATION

A. Manufacturers:

1. CertainTeed Corporation. 2. Johns Manville. 3. Knauf Fiber Glass. 4. Owens Corning.

B. Unfaced, Flexible Glass-Fiber Board Insulation: ASTM C 612, Type IA; ASTM C 553, Types I, II, and III; or ASTM C 665, Type I; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively, passing ASTM E 136 for combustion characteristics; and with a nominal density and thermal resistively, respectively, of 1.5 lb/cu. ft. (24 kg/cu. m) nor more than 1.7 lb/cu. ft. (27 kg/cu. m) and 4 deg F x h x sq. ft./Btu x in. at 75 deg F.

C. Foil-Faced, Flexible Glass-Fiber Board Insulation: ASTM C 612, Type IA or ASTM C 553, Types I, II, and III; faced on 1 side with foil-scrim-kraft vapor retarder; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; and with a nominal density and thermal resistively, respectively, 1.5

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BUILDING INSULATION 07210.3

lb/cu. ft. (24 kg/cu. m) nor more than 1.7 lb/cu. ft. (27 kg/cu. m) and 4 deg F x h x sq. ft./Btu x in. at 75 deg F..

D. Unfaced, Glass-Fiber Board Insulation: ASTM C 612, Type IA or Types IA and IB; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics; and with a nominal density and thermal resistively, respectively, of 2.25 lb/cu. ft. (36 kg/cu. m) and 4.3 deg F x h x sq. ft./Btu x in. at 75 deg F (29.8 K x m/W at 24 deg C).

E. Foil-Faced, Glass-Fiber Board Insulation: ASTM C 612, Type IA or Types IA and IB; faced on 1 side with foil-scrim-kraft or foil-scrim-polyethylene vapor retarder, with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; and with a nominal density and thermal resistively, respectively, of 2.25 lb/cu. ft. (36 kg/cu. m) and 4.3 deg F x h x sq. ft./Btu x in. at 75 deg F (29.8 K x m/W at 24 deg C.

F. Glass-Mat-Faced, Glass-Fiber Board Insulation: ASTM C 612, Type IA or Types IA and IB; faced on 1 side with black glass-fiber mat or black polymer finish; maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; and with a nominal density and thermal resistively, respectively, of 1.5 lb/cu. ft. (24 kg/cu. m) and 4.2 deg F x h x sq. ft./Btu x in. at 75 deg F (29.1 K x m/W at 24 deg C)] [2.25 lb/cu. ft. (36 kg/cu. m) and 4.3 deg F x h x sq. ft./Btu x in. at 75 deg F (29.8 K x m/W at 24 deg C.

2.4 SLAG-WOOL-FIBER/ROCK-WOOL-FIBER BOARD INSULATION

A. Manufacturers:

1. Fibrex Insulations Inc. 2. Owens Corning. 3. Thermafiber.

B. Unfaced, Slag-Wool-Fiber/Rock-Wool-Fiber Board Insulation: ASTM C 612, maximum flame-spread and smoke-developed indexes of 15 and 0, respectively; passing ASTM E 136 for combustion characteristics; and with a nominal density and thermal resistively, respectively, of 4 lb/cu. ft. (64 kg/cu. m), Types IA and IB, and 4 deg F x h x sq. ft./Btu x in. at 75 deg F (27.7 K x m/W at 24 deg C.

1. Fiber Color: Regular color, unless otherwise indicated. 2. Fiber Color: Darkened, where indicated.

C. 444Foil-Faced, Slag-Wool-Fiber/Rock-Wool-Fiber Board Insulation: ASTM C 612; faced on 1 side with foil-scrim or foil-scrim-polyethylene vapor retarder; with maximum flame-spread and smoke-developed indexes of 25 and 5, respectively; and with a nominal density and thermal resistively, respectively, of 4 lb/cu. ft. (64 kg/cu. m), Types IA and IB, and 4 deg F x h x sq. ft./Btu x in. at 75 deg F (27.7 K x m/W at 24 deg C.

2.5 GLASS-FIBER BLANKET INSULATION

A. Manufacturers:

1. CertainTeed Corporation. 2. Guardian Fiberglass, Inc. 3. Johns Manville. 4. Knauf Fiber Glass. 5. Owens Corning.

B. Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics.

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BUILDING INSULATION 07210.4

C. Faced, Glass-Fiber Blanket Insulation: ASTM C 665, Type III (blankets with reflective membrane facing), Class A (membrane-faced surface with a flame-spread index of 25 or less); Category 1 (membrane is a vapor barrier), faced with foil-scrim-kraft, foil-scrim vapor-retarder membrane on 1 face.

D. Where glass-fiber blanket insulation is indicated by the following thicknesses, provide blankets in batt or roll form with thermal resistances indicated:

1. 3-1/2 inches thick with a thermal resistance of 11 deg F x h x sq. ft./Btu at 75 deg F 13 deg F x h x sq. ft./Btu at 75 deg F.

2. 3-5/8 inches thick with a thermal resistance of 11 deg F x h x sq. ft./Btu at 75 deg F. 3. 5-1/2 inches thick with a thermal resistance of 19 deg F x h x sq. ft./Btu at 75 deg F. 4. 6-1/2 inches thick with a thermal resistance of 21 deg F x h x sq. ft./Btu at 75 deg F. 5. 9-1/2 inches, 10 inches, 10-1/4 inches thick with a thermal resistance of 30 deg F x h x sq. ft./Btu at

75 deg F.

2.6 SLAG-WOOL-FIBER/ROCK-WOOL-FIBER BLANKET INSULATION

A. Manufacturers:

1. Fibrex Insulations Inc. 2. Owens Corning. 3. Thermafiber.

B. Unfaced, Slag-Wool-Fiber/Rock-Wool-Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics.

C. Faced, Slag-Wool-Fiber/Rock-Wool-Fiber Blanket Insulation: ASTM C 665, Type III (blankets with reflective membrane facing), Class A (membrane-faced surface with a flame spread of 25 or less); Category 1 (membrane is a vapor barrier), faced with foil-scrim-kraft, foil-scrim, or foil-scrim-polyethylene vapor-retarder membrane on 1 face.

D. Where slag-wool-fiber/rock-wool-fiber blanket insulation is indicated by the following thicknesses, provide blankets in batt form with thermal resistances indicated:

1. 1-1/2 inches thick with a thermal resistance of 6 deg F x h x sq. ft./Btu at 75 deg F. 2. 3-1/2 inches thick with a thermal resistance of 13 deg F x h x sq. ft./Btu at 75 deg F. 3. 4 inches thick with a thermal resistance of 16 deg F x h x sq. ft./Btu at 75 deg F. 4. 5-1/4 inches thick with a thermal resistance of 19 deg F x h x sq. ft./Btu at 75 deg F. 5. 6 inches thick with a thermal resistance of 22 deg F x h x sq. ft./Btu at 75 deg F.

2.7 LOOSE-FILL INSULATION

A. Cellulosic-Fiber Loose-Fill Insulation: ASTM C 739, chemically treated for flame-resistance, processing, and handling characteristics.

B. Glass-Fiber Loose-Fill Insulation: ASTM C 764, Type I for pneumatic application or Type II for poured application; with maximum flame-spread and smoke-developed indexes of 5.

2.8 SPRAY-APPLIED CELLULOSIC INSULATION / VAPOR BARRIER

A. Self-Supported, Spray-Applied Cellulose-based Insulation:

1. R 6.0 per 1 inch 2. Contains no formaldehyde or emit CFC or HFC 3. Contains bio base corn or soy products 4. Basis of design AFS Industries, (619) 425-0044.

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2.9 VAPOR RETARDERS

A. Polyethylene Vapor Retarders: ASTM D 4397, 10 mils thick, with maximum permeance rating of 0.13 perm.

B. Reinforced-Polyethylene Vapor Retarders: 2 outer layers of polyethylene film laminated to an inner reinforcing layer consisting of either nylon cord or polyester scrim and weighing not less than 25 lb/1000 sq. ft. with maximum permeance rating of 0.0507 perm.

1. Products:

a. Raven Industries Inc.; DURA-SKRIM 6WW. b. Reef Industries, Inc.; Griffolyn T-65.

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BUILDING INSULATION 07210.6

C. Fire-Retardant, Reinforced-Polyethylene Vapor Retarders: 2 outer layers of polyethylene film laminated to an inner reinforcing layer consisting of either non-woven grid of nylon cord or polyester scrim and weighing not less than 22 lb/1000 sq. ft. with maximum permeance rating of 0.1317 perm and with flame-spread and smoke-developed indexes of not more than 5 and 60, respectively.

1. Products:

a. Raven Industries Inc.; DURA-SKRIM 2FR. b. Reef Industries, Inc.; Griffolyn T-55 FR.

D. Foil-Polyester-Film Vapor Retarders: 2 layers of 0.5-mil thick polyester film laminated to an inner layer of 1-mil thick aluminum foil, with maximum water-vapor transmission rate in flat condition of 0.0 g/h x sq. m and with maximum flame-spread and smoke-developed indexes of 5.

1. Product: Subject to compliance with requirements, provide "Zero Perm" by Alumiseal Corporation.

E. Vapor-Retarder Tape: Pressure-sensitive tape of type recommended by vapor-retarder manufacturer for sealing joints and penetrations in vapor retarder.

F. Vapor-Retarder Fasteners: Pancake-head, self-tapping steel drill screws; with fender washers.

G. Single-Component Nonsag Urethane Sealant: ASTM C 920, Type I, Grade NS, Class 25, Use NT related to exposure, and Use O related to vapor-barrier-related substrates.

H. Adhesive for Vapor Retarders: Product recommended by vapor-retarder manufacturer and with demonstrated capability to bond vapor retarders securely to substrates indicated.

2.10 AUXILIARY INSULATING MATERIALS

A. Vapor-Retarder Tape: Pressure-sensitive tape of type recommended by insulation manufacturers for sealing joints and penetrations in vapor-retarder facings.

B. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation securely to substrates indicated without damaging insulation and substrates.

C. Eave Ventilation Troughs: Preformed, rigid fiberboard or plastic sheets designed and sized to fit between roof framing members and to provide cross ventilation between insulated attic spaces and vented eaves.

2.11 INSULATION FASTENERS

A. Adhesively Attached, Spindle-Type Anchors: Plate or Angle formed from perforated galvanized carbon-steel sheet, 0.030 inch thick by 2 inches square, welded to projecting copper-coated steel spindle 0.105 inch in diameter and of length capable of holding insulation of thickness indicated securely in position with 1-1/2-inch square or diameter self-locking washers complying with the following requirements:

1. Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch thick galvanized steel sheet, with beveled edge for increased stiffness.

2. Where anchors are located in ceiling plenums, crawlspaces or attic spaces, protect ends with capped self-locking washers incorporating a spring steel insert to ensure permanent retention of cap.

B. Insulation Standoff: Spacer fabricated from galvanized mild-steel sheet for fitting over spindle of insulation anchor to maintain air space of 1 inch between face of insulation and substrate to which anchor is attached.

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BUILDING INSULATION 07210.7

C. Anchor Adhesive: Product with demonstrated capability to bond insulation anchors securely to substrates indicated without damaging insulation, fasteners, and substrates.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Comply with insulation manufacturer's written instructions applicable to products and application indicated.

B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any time to ice, rain, and snow.

C. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement.

D. Water-Piping Coordination: If water piping is located within insulated exterior walls, coordinate location of piping to ensure that it is placed on warm side of insulation and insulation encapsulates piping.

E. For preformed insulating units, provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness indicated unless multiple layers are otherwise shown or required to make up total thickness.

3.2 INSTALLATION OF PERIMETER AND UNDER-SLAB INSULATION

A. On vertical surfaces, set insulation units in adhesive applied according to manufacturer's written instructions. Use adhesive recommended by insulation manufacturer.

1. If not otherwise indicated, extend 2” insulation a minimum of 24 inches below exterior grade line.

B. On horizontal surfaces, loosely lay insulation units according to manufacturer's written instructions. Stagger end joints and tightly abut insulation units.

C. Protect below-grade insulation on vertical surfaces from damage during backfilling by applying protection course with joints butted. Set in adhesive according to insulation manufacturer's written instructions.

D. Protect top surface of horizontal insulation from damage during concrete work by applying protection course with joints butted.

3.3 INSTALLATION OF CAVITY-WALL INSULATION

A. On units of foam-plastic board insulation, install pads of adhesive spaced approximately 24 inches o.c. both ways on inside face, and as recommended by manufacturer. Fit courses of insulation between wall ties and other obstructions, with edges butted tightly in both directions. Press units firmly against inside substrates indicated.

1. Supplement adhesive attachment of insulation by securing boards with two-piece wall ties designed for this purpose and specified in Division 4 Section "Unit Masonry Assemblies."

3.4 INSTALLATION OF GENERAL BUILDING INSULATION

A. Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units.

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B. Seal joints between foam-plastic insulation units by applying adhesive, mastic, or sealant to edges of each unit to form a tight seal as units are shoved into place. Fill voids in completed installation with adhesive, mastic, or sealant as recommended by insulation manufacturer.

C. Set vapor-retarder-faced units with vapor retarder to warm side of construction, unless otherwise indicated.

1. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to surrounding construction to ensure airtight installation.

D. Install mineral-fiber insulation in cavities formed by framing members according to the following requirements:

1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill cavity, provide lengths that will produce a snug fit between ends.

2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members.

3. Maintain 3-inch clearance of insulation around recessed lighting fixtures. 4. Install eave ventilation troughs between roof framing members in insulated attic spaces at vented

eaves. 5. For metal-framed wall cavities where cavity heights exceed 96 inches support unfaced blankets

mechanically and support faced blankets by taping stapling flanges to flanges of metal studs. 6. For wood-framed construction, install mineral-fiber blankets according to ASTM C 1320 and as

follows:

a. With faced blankets having stapling flanges, secure insulation by inset, stapling flanges to sides of framing members.

b. With faced blankets having stapling flanges, lap blanket flange over flange of adjacent blanket to maintain continuity of vapor retarder once finish material is installed over it.

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BUILDING INSULATION 07210.9

E. Install board insulation on concrete substrates by adhesively attached, spindle-type insulation anchors as follows:

1. Fasten insulation anchors to concrete substrates with insulation anchor adhesive according to anchor manufacturer's written instructions. Space anchors according to insulation manufacturer's written instructions for insulation type, thickness, and application indicated.

2. Apply insulation standoffs to each spindle to create cavity width indicated between concrete substrate and insulation.

3. After adhesive has dried, install board insulation by pressing insulation into position over spindles and securing it tightly in place with insulation-retaining washers, taking care not to compress insulation below indicated thickness.

4. Where insulation will not be covered by other building materials, apply capped washers to tips of spindles.

F. Install board insulation in curtain-wall construction where indicated on Drawings according to curtain-wall manufacturer's written instructions.

1. Retain insulation in place by metal clips and straps or integral pockets within window frames, spaced at intervals recommended in writing by insulation manufacturer to hold insulation securely in place without touching spandrel glass. Maintain cavity width of dimension indicated between insulation and glass.

2. Install insulation where it contacts perimeter fire-containment system to prevent insulation from bowing under pressure from perimeter fire-containment system.

G. Place loose-fill insulation into spaces indicated, either by pouring or by machine blowing, to comply with ASTM C 1015. Level horizontal applications to uniform thickness as indicated, lightly settle to uniform density, but do not compact excessively.

1. For cellulosic-fiber loose-fill insulation, comply with the Cellulose Insulation Manufacturers Association's Special Report #3, "Standard Practice for Installing Cellulose Insulation."

H. Apply self-supported, spray-applied cellulosic insulation according to manufacturer's written instructions. Do not apply insulation until installation of pipes, ducts, conduits, wiring, and electrical outlets in walls is completed and windows, electrical boxes, and other items not indicated to receive insulation are masked. After insulation is applied, make it flush with face of studs by using method recommended by insulation manufacturer.

I. Stuff glass-fiber loose-fill insulation into miscellaneous voids and cavity spaces where shown. Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft.

3.5 INSTALLATION OF VAPOR RETARDERS

A. General: Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage system as indicated. Extend vapor retarder to cover miscellaneous voids in insulated substrates, including those filled with loose-fiber insulation.

B. Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs. Fasten vapor retarders to wood framing at top, end, and bottom edges; at perimeter of wall openings; and at lap joints. Space fasteners 16 inches o.c.

C. Before installing vapor retarder, apply urethane sealant to flanges of metal framing including runner tracks, metal studs, and framing around door and window openings. Seal overlapping joints in vapor retarders with vapor-retarder tape according to vapor-retarder manufacturer's written instructions. Seal butt joints with vapor-retarder tape. Locate all joints over framing members or other solid substrates.

D. Firmly attach vapor retarders to metal framing and solid substrates with vapor-retarder fasteners as recommended by vapor-retarder manufacturer.

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E. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with vapor-retarder tape to create an airtight seal between penetrating objects and vapor retarder.

F. Repair tears or punctures in vapor retarders immediately before concealment by other work. Cover with vapor-retarder tape or another layer of vapor retarder.

3.6 SCHEDULE OF INSULATION

A. Perimeter stud

1. Foil faced batt insulation

B. Furr-out walls

1. Faced Batt insulation per 2.5C and 10 mill poly vapor barrier on inside face.

C. Foundation Perimeter

Extruded unfaced poly styrene per Section 2.2.

D. Roof Insulation

Combination of extruded polystyrene insulation and cover board to provide overall rating of R24 taking into account tapered insulation areas. Minimum 2” depth roof insulation shall be a part of approved roofing system from EPDM manufacture.

END OF SECTION

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OUTSULATION® PLUS SYSTEM An Exterior Wall Insulation and Finish System With Moisture Drainage

Outsulation Plus System Specifications

DS137

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Outsulation Plus System Specifications DS137

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INTRODUCTION This document contains the Manufacturer’s Standard Specification for the Outsulation Plus System. These specifications follow the Construction Specification Institute’s 3-part format. TAILORING THE DRYVIT MANUFACTURER’S SPECIFICATIONS TO YOUR PROJECT. These specifications cover all the common ways of using the Outsulation Plus System. Most projects use only a few of the possible combinations of these materials and methods. To tailor the specifications to your project, simply use those sections which apply. Also, it may be prudent to place certain parts of the Dryvit Outsulation Plus Specification in other parts of the project’s total specification, such as sealants and framing. The project design professionals are responsible for ensuring that the project specifications are suitable for the project. For assistance in preparing your specification, contact your Dryvit Distributor or Dryvit Systems, Inc. UNITS English Units are included in parentheses after the Standard International (SI) equivalents thus:

12.7 mm (1/2 in) 16 Kg/m3 (1.0 pcf)

Please note that the conversions may not be exact but rather represent commonly used equivalents. WARNING The Outsulation Plus System is designed as a drainage wall system and is detailed to discharge incidental moisture from within the System. Specifications should be followed and proper details adhered to, in order to prevent water intrusion, resulting in possible damage to the System or other building elements. Care should be taken to insure that all building envelope elements, including without limitations, roof designs, windows, flashings, sealants, etc., are compatible with this system. DISCLAIMER Information contained in this specification conforms to standard detail and product recommendations for the installation of the Dryvit Outsulation Plus System products as of the date of publication of this document and is presented in good faith. Dryvit Systems, Inc. assumes no liability, expressed or implied, as to the architecture, engineering or workmanship of any project. To insure that you are using the latest, most complete information, visit our website at www.dryvit.com or contact Dryvit Systems, Inc., at

One Energy Way P. O. Box 1014

West Warwick, RI 02893 (401) 822-4100

FAX: (401) 822-1980

* The Trained Contractor Certificate referenced in Section 1.06.A.2 and 1.06.A.4 indicates certain employees of the company have been instructed in the proper application of Dryvit products and have received copies of Dryvit’s Application Instructions and Specifications. The Trained Contractor Program is not an apprenticeship or endorsement. Each trained contractor is an independent company experienced in the trade and bears responsibility for its own workmanship. Dryvit Systems, Inc. assumes no liability for the workmanship of a trained contractor.

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Outsulation Plus System Specifications DS137

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DRYVIT SYSTEMS, INC. MANUFACTURER’S SPECIFICATION

SECTION 07240 OUTSULATION® PLUS SYSTEM

EXTERIOR INSULATION AND FINISH SYSTEM CLASS PB

PART I GENERAL 1.01 SUMMARY A. This document is to be used in preparing specifications for projects utilizing the Dryvit Outsulation Plus

System. For complete product description and usage refer to: 1. Dryvit Outsulation Plus Data Sheet, DS445. 2. Dryvit Outsulation Plus System Application Instructions, DS218. 3. Dryvit Outsulation Plus System Installation Details, DS110.

B. Related Sections 1. Unit Masonry – Section 04200 2. Concrete – Sections 03300 and 03400 3. Light Gauge Cold Formed Steel Framing – Section 05400 4. Wood Framing – Section 06100 5. Sealant – Section 07900 6. Flashing – Section 07600

1.02 REFERENCES A. Section Includes

1. ASTM B 117 (Federal Test Standard 141A Method 6061) Standard Practice for Operating Salt Spray (Fog) Apparatus

2. ASTM C 150 Standard Specification for Portland Cement 3. ASTM C 297 Standard Test Method for Flatwise Tensile Strength of Sandwich Constructions 4. ASTM C 1177 Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing 5. ASTM C 1396 (formerly C 79) Standard Specification for Gypsum Board 6. ASTM D 968 (Federal Test Standard 141A Method 6191) Standard Test Methods for Abrasion

Resistance of Organic Coatings by Falling Abrasive 7. ASTM D 2247 (Federal Test Standard 141A Method 6201) Standard Practice for Testing Water

Resistance of Coatings in 100% Relative Humidity 8. ASTM D 3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior

Coatings in an Environmental Chamber 9. ASTM D 4060 Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser

10. ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials 11. ASTM E 96 Standard Test Methods for Water Vapor Transmission of Materials 12. ASTM E 119 Standard Method for Fire Tests of Building Construction and Materials 13. ASTM E 283 Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows,

Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen 14. ASTM E 330 Test Method for Structural Performance of Exterior Windows, Doors and Curtain Walls by

Uniform Static Air Pressure Difference 15. ASTM E 331 Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls

by Uniform Static Air Pressure Difference 16. ASTM E 2098 Test Method for Determining the Tensile Breaking Strength of Glass Fiber Reinforcing

Mesh for use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to Sodium Hydroxide Solution.

17. ASTM E 2134 Test Method for Evaluating the Tensile-Adhesion Performance of Exterior Insulation and Finish Systems (EIFS)

18. ASTM E 2273 Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies

19. ASTM E 2430 Standard Specification for Expanded Polystyrene (EPS) Thermal Insulation Boards for use in Exterior Insulation and Finish Systems (EIFS)

20. ASTM E 2485 (formerly EIMA Std. 101.01) Standard Test Method for Freeze-Thaw Resistance of Exterior Insulation and Finish Systems (EIFS) and Water-Resistive Barrier Coatings

21. ASTM E 2486 (formerly EIMA Std. 101.86) Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS)

22. ASTM G 155 (Federal Test Standard 141A Method 6151) Standard Practice for Operating-Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials

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Outsulation Plus System Specifications DS137

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23. DS131, Dryvit Expanded Polystyrene Insulation Board Specification 24. DS151, Custom Brick™ Polymer System Specifications for Use On Vertical Walls 25. DS152, Dryvit Cleaning and Recoating 26. DS153, Dryvit Expansion Joints and Sealants 27. DS159, Dryvit Water Vapor Transmission 28. DS456, Rapidry DM™ 35-50 or DS457, Rapidry DM™ 50-75 Data Sheets 29. DS494, Dryvit AquaFlash™ System 30. Mil Std E5272 Environmental Testing 31. Mil Std 810B Environmental Test Methods 32. NFPA 268 Standard Test Method for Determining Ignitibility of Exterior Wall Assemblies Using a Radiant

Heat Energy Source. 33. NFPA 285 Standard Method of Test for the Evaluation of Flammability Characteristics of Exterior Non-

Load-Bearing Wall Assemblies Containing Combustible Components Using the Intermediate-Scale, Multistory Test Apparatus

34. ANSI FM 4880 Evaluating Insulated Wall or Wall and Roof/Ceiling Assemblies; Plastic Interior Finish Materials; Plastic Exterior Building Panels; Wall/Ceiling Coating Systems; Interior or Exterior Finish Systems

1.03 DEFINITIONS A. Base Coat: Material used to encapsulate one or more layers of reinforcing mesh fully embedded that is

applied to the outside surface of the EPS. B. Building Expansion Joint: A joint through the entire building structure designed to accommodate structural

movement. C. Contractor: The contractor that installs the Outsulation Plus System to the substrate. D. Dryvit: Dryvit Systems, Inc., the manufacturer of the Outsulation Plus System, a Rhode Island corporation. E. Expansion Joint: A structural discontinuity in the Outsulation Plus System. F. Finish: An acrylic-based coating, available in a variety of textures and colors that is applied over the base

coat. G. Insulation Board: Expanded polystyrene (EPS) insulation board, which is affixed to the substrate. H. Panel Erector: The contractor who installs the panelized Outsulation Plus System. I. Panel Fabricator: The contractor who fabricates the panelized Outsulation Plus System. J. Reinforcing Mesh: Glass fiber mesh(es) used to reinforce the base coat and to provide impact resistance. K. Sheathing: A substrate in sheet form. L. Substrate: The material to which the Outsulation Plus System is affixed. M. Substrate System: The total wall assembly including the attached substrate to which the Outsulation Plus

System is affixed. 1.04 SYSTEM DESCRIPTION A. General: The Dryvit Outsulation Plus System is an Exterior Insulation and Finish System (EIFS), Class PB,

consisting of a water-resistive barrier coating (air/water-resistive barrier), an adhesive, expanded polystyrene insulation board, base coat, reinforcing mesh(es) and finish.

B. Methods of Installation 1. Field Applied: The Outsulation Plus System is applied to the substrate system in place. 2. Panelized: The Outsulation Plus System is shop-applied to the prefabricated wall panels.

C. Design Requirements: 1. Acceptable substrates for the Outsulation Plus System shall be:

a. Exterior grade gypsum sheathing meeting ASTM C 1396 (formerly C 79) requirements for water resistant core or Type X core at the time of application of the Outsulation Plus System.

b. Exterior sheathing having a water-resistant core with fiberglass mat facers meeting ASTM C 1177. c. Exterior fiber reinforced cement or calcium silicate boards. d. APA Exterior or Exposure 1 Rated Plywood, Grade C-D or better, nominal 12.7 mm (1/2 in) minimum

4-ply. e. Unglazed brick, cement plaster, concrete or masonry.

2. Deflection of the substrate systems shall not exceed 1/240 times the span. 3. The substrate shall be flat within 6.4 mm (1/4 in) in a 1.2 m (4 ft) radius. 4. The slope of inclined surfaces shall not be less than 6:12, and the length shall not exceed 305 mm

(12 in). 5. All areas requiring an impact resistance classification higher than "standard", as defined by ASTM E 2486

(formerly EIMA Standard 101.86), shall be as detailed in the drawings and described in the contract documents. Refer to Section 1.04.D.1.d of this specification.

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6. Expansion Joints: a. Design and location of expansion joints in the Outsulation Plus System is the responsibility of the

project designer and shall be noted on the project drawings. As a minimum, expansion joints shall be placed at the following locations: 1) Where expansion joints occur in the substrate system. 2) Where building expansion joints occur. 3) At floor lines in wood frame construction. 4) At floor lines of non-wood framed buildings where significant movement is expected. 5) Where the Outsulation Plus System abuts dissimilar materials. 6) Where the substrate type changes. 7) Where prefabricated panels abut one another. 8) In continuous elevations at intervals not exceeding 23 m (75 ft). 9) Where significant structural movement occurs, such as changes in roof line, building shape or

structural system. 7. Terminations

a. Prior to applying the Dryvit Outsulation Plus System, wall openings shall be treated with Dryvit AquaFlash System or Flashing Tape. Refer to Dryvit Outsulation Plus Installation Details (DS110).

b. The Outsulation Plus System shall be held back from adjoining materials around openings and penetrations such as windows, doors, and mechanical equipment a minimum of 19 mm (3/4 in) for sealant application. See Dryvit’s Outsulation Plus System Installation Details, DS110.

c. The system shall be terminated a minimum of 203 mm (8 in) above finished grade. d. Sealants

1) Shall be manufactured and supplied by others. 2) Shall be compatible with the Outsulation Plus System materials. Refer to current Dryvit Publication

DS153 for listing of sealants tested by sealant manufacturer for compatibility. 3) The sealant backer rod shall be closed cell.

8. Vapor Retarders - The use and location of vapor retarders within a wall assembly is the responsibility of the project designer and shall comply with local building code requirements. The type and location shall be noted on the project drawings and specifications. Vapor retarders may be inappropriate in certain climates and can result in condensation within the wall assembly. Refer to Dryvit Publication DS159 for additional information.

9. Dark Colors - The use of dark colors must be considered in relation to wall surface temperature as a function of local climatic conditions. Use of dark colors in high temperature climates can affect the performance of the system.

10. Flashing: Shall be provided at all roof-wall intersections, windows, doors, chimneys, decks, balconies and other areas as necessary to prevent water from entering behind the Outsulation Plus System.

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D. Performance Requirements 1. The Outsulation Plus System shall have been tested as follows:

a. Air/Water-Resistive Barrier Coating

TEST TEST METHOD CRITERIA RESULTS Tensile Bond ASTM C 297/E 2134

ICC ES (AC 212)* Minimum 104 kPa (15 psi)

Substrate: Minimum 131 kPa (19 psi) Flashing: Minimum 2970 kPa (431 psi)

Freeze-thaw ASTM E 2485/ICC-ES Proc.

ICC ES (AC 212)*

No deleterious effects after 10 cycles

Passed - No deleterious effects after 10 cycles

Water Resistance ASTM D 2247 ICC ES (AC 212)*

No deleterious effects after 14 days exposure

No deleterious effects after 14 days exposure

Water Vapor Transmission

ASTM E 96 Proc. B ICC ES (AC 212)*

Vapor Permeable 7 perms

Air Leakage ASTM E 283 No Criteria 0.6 l/min/m2 (0.002 cfm/ft2) Structural

Performance ASTM E 1233 Proc. A

ICC ES (AC 212)* Minimum 10 positive cycles at 1/240 deflection; No cracking in field, at joints or interface with flashing

Passed

Racking ASTM E 72 ICC ES (AC 212)*

No cracking in field, at joints or interface with flashing at net deflection of 3.2 mm (1/8 inch)

Passed

Restrained Environmental

ICC-ES Procedure ICC ES (AC 212)*

5 cycles; No cracking in field, at joints or interface with flashing

Passed

Water Penetration ASTM E331 ICC ES (AC 212)*

No water penetration beyond the inner-most plane of the wall after 15 minutes at 137 Pa (2.86 psf)

Passed

Weathering UV Exposure

Acceleratred Aging

Hydrostatic Pressure Test

ICC ES Proc.

ICC ES (AC212)*

ICC ES Proc. ICC ES (AC212)*

AATCC 127

ICC ES (AC212)*

210 hours of exposure 25 cycles of drying and soaking 21.6" water column for 5 hours

Passed Passed Passed

Surface Burning Characteristics

ASTM E 84 Flame Spread < 25 Smoke Developed < 450

Passed

*AC 212 – Acceptance Criteria for Water-Resistive Coatings Used as Water-Resistive Barriers Over Exterior Sheathing

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b. Durability

TEST TEST METHOD CRITERIA RESULTS Abrasion Resistance ASTM D 968 No deleterious effects

after 500 liters (528 quarts)

No deleterious effects after 1000 liters (1056 quarts)

Accelerated Weathering

ASTM G 155 Cycle 1 No deleterious effects after 2000 hours

No deleterious effects after 5000 hours

ASTM G 154 Cycle 1 (QUV) No deleterious effects after 5000 hours

Freeze-Thaw ASTM E 2485 (formerly EIMA 101.01)

No deleterious effects after 60 cycles

Passed - No deleterious effects after 90 cycles

ASTM C 67 modified No deleterious effects after 60 cycles

Passed - No deleterious effects after 60 cycles

ASTM E 2485/ICC-ES Proc. ICC ES (AC235)***

No deleterious effects after 10 cycles

Passed - No deleterious effects after 10 cycles

Mildew Resistance ASTM D 3273 No growth during 28 day exposure period

No growth during 60 day exposure period

Water Resistance ASTM D 2247 No deleterious effects after 14 days exposure

No deleterious effects after 42 days exposure

Taber Abrasion ASTM D 4060 N/A Passed 1000 cycles Salt Spray Resistance

ASTM B 117 No deleterious effects after 300 hours exposure

No deleterious effects after 1000 hours exposure

Water Penetration ASTM E 331 ICC ES (AC 235)***

No water penetration beyond the inner-most plane of the wall after 15 minutes at 137 Pa (2.86 psf)

Passed 15 minutes at 137 Pa (2.86 psf)

Water Vapor Transmission

ASTM E 96 Procedure B Vapor permeable EPS 5 perm-inch Base Coat* 40 Perms Finish** 40 Perms

Drainage Efficiency ASTM E 2273 ICC ES (AC 235)***

Minimum Drainage Efficiency of 90%

Passed

* Base Coat perm value based on Dryvit Genesis® ** Finish perm value based on Dryvit Quarzputz *** AC 235 – Acceptance Criteria for EIFS Clad Drainage Wall Assemblies

c. Structural

TEST TEST METHOD CRITERIA RESULTSTensile Bond ASTM C 297/E 2134 Minimum 104 kPa (15 psi) –

substrate or insulation failure Minimum 213.6 kPa (31 psi)

Transverse Wind Load ASTM E 330 Withstand positive and negative wind loads as specified by the building code

Minimum 4.3 kPa (90 psf)* 16 inch o.c. framing, ½ in sheathing screw attached at 203 mm (8 inch) o.c.

* All Dryvit components remain intact – for higher wind loads contact Dryvit Systems, Inc.

d. Impact Resistance: In accordance with ASTM E 2486 (formerly EIMA Standard 101.86):

Reinforcing Mesh/Weight g/m² (oz/yd²)

Minimum Tensile Strengths

EIMA Impact Classification

EIMA Impact Range Joules (in-lbs)

Impact Test ResultsJoules (in-lbs)

Standard - 146 (4.3) 27 g/cm (150 lbs/in) Standard 3-6 (25-49) 4 (36)

Standard PlusTM - 203 (6) 36 g/cm (200 lbs/in). Medium 6-10 (50-89) 6 (56)

Intermediate - 407 (12) 54 g/cm (300 lbs/in). High 10-17 (90-150) 12 (108)

Panzer® 15* - 509 (15) 71 g/cm (400 lbs/in). Ultra High >17 (>150) 18 (162)

Panzer 20* - 695 (20.5) 98 g/cm (550 lbs/in). Ultra High >17 (>150) 40 (352)

Detail Short Rolls - 146 (4.3) 27 g/cm (150 lbs/in). n/a n/a n/a n/a n/a

Corner Mesh™ - 244 (7.2) 49 g/cm (274 lbs/in). n/a n/a n/a n/a n/a *Shall be used in conjunction with Standard Mesh (recommended for areas exposed to high traffic).

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e. Fire performance

TEST TEST METHOD CRITERIA RESULTS Fire Resistance ASTM E 119 No effect on the fire resistance

of a rated wall assembly Passed 1 hour

Ignitability NFPA 268 No ignition at 12.5 kw/m2 at 20 minutes

Passed

Intermediate Multi-Story Fire Test

NFPA 285 (UBC 26-9) 1. Resist flame propagation over the exterior surface

2. Resist vertical spread of flame within combustible core/component of panel from one story to the next

3. Resist vertical spread of flame over the interior surface from one story to the next

4. Resist lateral spread of flame from the compartment of fire origin to adjacent spaces

Passed

Full Scale Multi-Story* (corner test)

ANSI FM 4880 Resist flame propagation over the exterior surface

Passed; No height restrictions*

* Dryvit FM Products must be specified

2. The Outsulation Plus components shall be tested for: a. Fire

TEST TEST METHOD CRITERIA RESULTSSurface Burning Characteristics

ASTM E 84 All components shall have a: Flame Spread < 25 Smoke Developed < 450

Passed

b. Durability

TEST TEST METHOD CRITERIA RESULTS Reinforcing Mesh

Alkali Resistance of Reinforcing Mesh

ASTM E 2098 (formerly

EIMA 105.01)

> 21dN/cm (120 pli) retained tensile strength after exposure

Passed

EPS (Physical Properties) Density Thermal Resistance Water Absorption Oxygen Index Compressive Strength Flexural Strength Flame Spread Smoke Developed

ASTM C 303, D 1622 ASTM C 177, C 518 ASTM C 272 ASTM D 2863 ASTM D 1621 Proc. A ASTM C 203 ASTM E 84

15.2-20.0 kg/m3 (0.95-1.25 lb/ft3) 4.0 @ 4.4 °C (40 °F) 3.6 @ 23.9 °C (75 °F) 2.5 % max. by volume 24% min. by volume 69 kPa (10 psi) min. 172 kPa (25 psi) min. 25 max. 450 max.

Pass Pass Pass Pass Pass Pass Pass Pass Pass

1.05 SUBMITTALS A. Product Data: The contractor shall submit to the owner/architect the manufacturer’s product data sheets

describing products, which will be used on this project. B. Shop Drawings for Panelized Construction: The panel fabricator shall prepare and submit to the

owner/architect complete drawings showing: wall layout, connections, details, expansion joints, and installation sequence.

C. Samples: The contractor shall submit to the owner/architect two (2) samples of the Outsulation Plus System for each finish, texture and color to be used on the project. The same tools and techniques proposed for the actual installation shall be used. Samples shall be of sufficient size to accurately represent each color and texture being utilized on the project.

D. Test Reports: When requested, the contractor shall submit to the owner/architect copies of selected test reports verifying the performance of the Outsulation Plus System.

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1.06 QUALITY ASSURANCE A. Qualifications

1. System Manufacturer: Shall be Dryvit Systems, Inc. All materials shall be manufactured or sold by Dryvit and shall be purchased from Dryvit or its authorized distributors. a. Materials shall be manufactured at a facility covered by a current ISO 9001:2000 certification.

Certification of the facility shall be done by a registrar accredited by the American National Standards Institute, Registrar Accreditation Board (ANSI-RAB).

2. Contractor: Shall be knowledgeable in the proper installation of the Dryvit Outsulation Plus System and shall be experienced and competent in the installation of Exterior Insulation and Finish Systems. Additionally, the contractor shall possess a current Outsulation Plus System Trained Contractor Certificate* issued by Dryvit Systems, Inc.

3. Insulation Board Manufacturer: Shall be listed by Dryvit Systems, Inc., shall be capable of producing the Expanded Polystyrene (EPS) in accordance with the current Dryvit Specification for Insulation Board, DS131, and shall subscribe to the Dryvit Third Party Certification and Quality Assurance Program.

4. Panel Fabricator: Shall be a contractor experienced and competent in the fabrication of architectural wall panels and shall possess a current Outsulation Plus System Trained Contractor Certificate* issued by Dryvit Systems, Inc.

5. Panel Erector: Shall be experienced and competent in the installation of architectural wall panel systems and shall be: a. The panel fabricator or b. An erector approved by the panel fabricator or c. An erector under the direct supervision of the panel fabricator

B. Regulatory Requirements: 1. The EPS shall be separated from the interior of the building by a minimum 15-minute thermal barrier. 2. The use and maximum thickness of EPS shall be in accordance with the applicable building code(s).

C. Certification 1. The Outsulation Plus System shall be recognized for the intended use by the applicable building code(s).

D. Mock-Up 1. The contractor shall, before the project commences, provide the owner/architect with a mock-up for

approval. 2. The mock-up shall be of suitable size as required to accurately represent the products being installed, as

well as each color and texture to be utilized on the project. 3. The mock-up shall be prepared with the same products, tools, equipment and techniques required for the

actual applications. The finish used shall be from the same batch that is being used on the project. 4. The approved mock-up shall be available and maintained at the jobsite. 5. For panelized construction, the mock-up shall be available and maintained at the panel fabrication

location. 1.07 DELIVERY, STORAGE AND HANDLING A. All Dryvit materials shall be delivered to the job site in the original, unopened packages with labels intact. B. Upon arrival, materials shall be inspected for physical damage, freezing or overheating. Questionable

materials shall not be used. 1. Materials shall be stored at the jobsite in a cool, dry location, out of direct sunlight, protected from weather

and other sources of damage. Minimum storage temperature shall be as follows: a. Demandit®, Revyvit®: 7 °C (45 °F) b. Ameristone™, TerraNeo® and Lymestone™: 10 °C (50 °F) c. DPR, PMR™ and E™ Finishes, Color Prime™, Primus®, Genesis and NCB™: 4 °C (40 °F) d. Custom Brick™ Finish: refer to Custom Brick Polymer Specification, DS151. e. For other products, refer to specific product data sheets.

2. Maximum storage temperature shall not exceed 38 °C (100 °F). NOTE: Minimize exposure of materials to temperatures over 32 °C (90 °F). Finishes exposed to temperatures over 43 °C (110 °F) for even short periods may exhibit skinning, increased viscosity and should be inspected prior to use.

C. Protect all products from inclement weather and direct sunlight. 1.08 PROJECT CONDITIONS A. Environmental Requirements

1. Application of wet materials shall not take place during inclement weather unless appropriate protection is provided. Protect materials from inclement weather until they are completely dry.

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2. At the time of application, the minimum air and wall surface temperatures shall be as follows: a. Demandit, Revyvit: 7 °C (45 °F) b. Ameristone, TerraNeo and Lymestone: 10 °C (50 °F) c. DPR, PMR and E Finishes, Color Prime, Primus Genesis and NCB: 4 °C (40 °F) d. Custom Brick Finish: refer to Custom Brick Polymer Specification, DS151. e. For other products, refer to specific product data sheets.

3. These temperatures shall be maintained with adequate air ventilation and circulation for a minimum of 24 hours (48 hours for Ameristone, TerraNeo and Lymestone) thereafter, or until the products are completely dry. Refer to published product data sheets for more specific information.

B. Existing Conditions: The contractor shall have access to electric power, clean water and a clean work area at the location where the Dryvit materials are to be applied.

1.09 SEQUENCING AND SCHEDULING A. Installation of the Outsulation Plus System shall be coordinated with other construction trades. B. Sufficient manpower and equipment shall be employed to ensure a continuous operation, free of cold joints,

scaffold lines, texture variations, etc. 1.10 WARRANTY A. Dryvit Systems, Inc. shall provide a written moisture drainage and limited materials warranty against defective

material upon written request. Dryvit shall make no other warranties, expressed or implied. Dryvit does not warrant workmanship. Full details are available from Dryvit Systems, Inc.

B. The applicator shall warrant workmanship separately. Dryvit shall not be responsible for workmanship associated with installation of the Outsulation Plus System.

1.11 DESIGN RESPONSIBILITY A. It is the responsibility of both the specifier and the purchaser to determine if a product is suitable for its

intended use. The designer selected by the purchaser shall be responsible for all decisions pertaining to design, detail, structural capability, attachment details, shop drawings and the like. Dryvit has prepared guidelines in the form of specifications, installation details, and product sheets to facilitate the design process only. Dryvit is not liable for any errors or omissions in design, detail, structural capability, attachment details, shop drawings, or the like, whether based upon the information prepared by Dryvit or otherwise, or for any changes which purchasers, specifiers, designers, or their appointed representatives may make to Dryvit’s published comments.

1.12 MAINTENANCE A. Maintenance and repair shall follow the procedures noted in the Dryvit Outsulation Plus System Application

Instructions, DS218. B. All Dryvit products are designed to minimize maintenance. However, as with all building products, depending

on location, some cleaning may be required. See Dryvit publication DS152 on Cleaning and Recoating. C. Sealants and Flashings shall be inspected on a regular basis and repairs made as necessary. PART II PRODUCTS 2.01 MANUFACTURER A. All components of the Outsulation Plus System shall be supplied or obtained from Dryvit or its authorized

distributors. Substitutions or additions of materials other than specified will void the warranty. 2.02 MATERIALS A. Portland Cement: Shall be Type I or II, meeting ASTM C 150, white or gray in color, fresh and free of lumps. B. Water: Shall be clean and free of foreign matter. 2.03 COMPONENTS A. Air/Water-Resistive Barrier Components:

1. Dryvit Backstop® NT: A flexible, polymer-based noncementitious water-resistive coating available in Texture and Smooth.

2. Dryvit Grid Tape™: An open weave fiberglass mesh tape with pressure sensitive adhesive available in rolls 102 mm (4 in) wide by 91 m (100 yds) long.

B. Flashing Materials: Used to protect substrate edges at terminations. 1. Liquid Applied: An extremely flexible water-based polymer material, ready for use.

a. Shall be AquaFlash and AquaFlash Mesh

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2. Sheet Type: a. Shall be Flashing Tape and Surface Conditioner

1) Dryvit Flashing Tape™: A high density polyethylene film backed with a rubberized asphalt adhesive available in rolls 102 mm (4 in), 152 mm (6 in) and 229 mm (9 in) wide by 23 m (75 ft) long.

2) Dryvit Flashing Tape Surface Conditioner™: A water-based surface conditioner and adhesion promoter for the Dryvit Flashing Tape.

C. Dryvit AP Adhesive™: A moisture cure, urethane-based adhesive used to adhere the Dryvit Drainage Strip and Drainage Track.

D. Drainage Track: UV treated PVC "J" channel perforated with weep holes, complying with ASTM D 1784 and ASTM C 1063. Drainage track usage is limited to the base of the system at finished grade level. All other horizontal terminations shall utilize the Dryvit Drainage Strip as shown in Outsulation Plus Installation Details, DS110. Shall be one of the following: 1. Starter Trac STWP – without drip edge by Plastic Components, Inc. 2. Starter Trac STDE – with drip edge by Plastic Components, Inc. 3. Universal Starter Track by Wind-lock Corporation 4. Sloped Starter Strip with Drip by Vinyl Corp.

E. Dryvit Drainage Strip™: A corrugated plastic sheet material, which provides drainage. F. Adhesives: Used to adhere the EPS to the air/water-resistive barrier, shall be compatible with the water-

resistive barrier and the EPS. 1. Cementitious: A liquid polymer-based material, which is field mixed with Portland cement.

a. Shall be Primus, Genesis or Genesis® FM 2. Ready mixed: A dry blend cementitious, copolymer-based product, field mixed with water.

a. Shall be Primus® DM, Genesis® DM, Genesis® DMS, Rapidry DM 35-50 or Rapidry DM 50-75 G. Insulation Board: Expanded Polystyrene meeting Dryvit Specification for Insulation Board, DS131.

1. Thickness of insulation board shall be minimum 25 mm (1 in). 2. The insulation board shall be manufactured by a board supplier listed by Dryvit Systems, Inc.

H. Base Coat: Shall be compatible with the EPS insulation board and reinforcing mesh(es). 1. Cementitious: A liquid polymer-based material, which is field mixed with Portland cement.

a. Shall be Primus, Genesis or Genesis FM 2. Noncementitious: A factory-mixed, fully formulated, water-based product.

a. Shall be NCB 3. Ready mixed: A dry blend cementitious, copolymer-based product, field mixed with water.

a. Shall be Primus DM, Genesis DM, Genesis DMS, Rapidry DM 35-50 or Rapidry DM 50-75. I. Reinforcing Mesh: A balanced, open weave, glass fiber fabric treated for compatibility with other system

materials. NOTE: Reinforcing meshes are classified by impact resistance and specified by weight and tensile strength as listed in Section 1.04.D.1.d. 1. Shall be Standard, Standard Plus, Intermediate, Panzer 15, Panzer 20, Detail and Corner Mesh

J. Finish: Shall be the type, color and texture as selected by the architect/owner and shall be one or more of the following: 1. Standard DPR (Dirt Pickup Resistance): Water-based, acrylic coating with integral color and texture and

formulated with DPR chemistry: a. Quarzputz® DPR: Open-texture b. Sandblast® DPR: Medium texture c. Freestyle® DPR: Fine texture d. Sandpebble® DPR: Pebble texture e. Sandpebble® Fine DPR: Fine pebble texture

2. E: Water-based, lightweight acrylic coating with integral color and texture and formulated with DPR chemistry: a. Quarzputz® E

b. Sandpebble® E

c. Sandpebble® Fine E 3. FM: Water-based, acrylic coating with integral color and texture, formulated with PMR chemistry:

a. Quarzputz® FM b. Sandblast® FM c. Sandpebble® FM d. Sandpebble® Fine FM

4. Specialty: Factory mixed, water-based acrylic: a. Ameristone: Multi-colored quartz aggregate with a flamed granite appearance. b. Stone Mist®: Ceramically colored quartz aggregate.

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c. Custom Brick: Acrylic polymer-based finish used in conjunction with a proprietary template system to create the look of stone, brick, slate or tile.

d. TerraNeo: 100% acrylic-based finish with large mica chips and multi-colored quartz aggregates. e. Lymestone: A premixed, 100% acrylic-based finish designed to replicate the appearance of limestone

blocks. 5. Elastomeric DPR (Dirt Pickup Resistance): Water- based, elastomeric acrylic coating with integral color

and texture and formulated with DPR chemistry: a. Weatherlastic® Quarzputz b. Weatherlastic® Sandpebble c. Weatherlastic® Sandpebble Fine d. Weatherlastic® Adobe

6. Medallion Series PMR™ (Proven Mildew Resistance): Water-based, acrylic coating with integral color and texture and formulated with PMR chemistry: a. Quarzputz® PMR b. Sandblast® PMR c. Freestyle® PMR d. Sandpebble® PMR e. Sandpebble® Fine PMR

7. Coatings, Primers and Sealers: a. Demandit b. Weatherlastic® Smooth c. Tuscan Glaze™ d. Revyvit e. Color Prime f. Prymit® g. SealClear™

PART III EXECUTION 3.01 EXAMINATION A. Prior to installation of the Outsulation Plus System, the contractor shall verify that the substrate:

1. Is of a type listed in Section 1.04.C.1. 2. Is flat within 6.4 mm (1/4 in) in a 1.2 m (4 ft) radius. 3. Is sound, dry, connections are tight; has no surface voids, projections, or other conditions that may

interfere with the Outsulation Plus System installation or performance. B. Prior to installation of the Outsulation Plus System, the architect or general contractor shall insure that all

needed flashings and other waterproofing details have been completed, if such completion is required prior to the Outsulation Plus application. Additionally the Contractor shall ensure that: 1. Metal roof flashing has been installed in accordance with Asphalt Roofing Manufacturers Association

(ARMA) Standards. 2. Openings are flashed in accordance with the Outsulation Plus System Installation Details, DS110, or as

otherwise necessary to prevent water penetration. 3. Chimneys, Balconies and Decks have been properly flashed. 4. Windows, Doors, etc. are installed and flashed per manufacturer's requirements and the Outsulation Plus

System Installation Details, DS110. C. Prior to the installation of the Outsulation Plus System, the contractor shall notify the general contractor,

and/or architect, and/or owner of all discrepancies. 3.02 PREPARATION A. The Outsulation Plus materials shall be protected by permanent or temporary means from inclement weather

and other sources of damage prior to, during, and following application until completely dry. B. Protect adjoining work and property during Outsulation Plus installation. C. The substrate shall be prepared as to be free of foreign materials, such as oil, dust, dirt, form-release agents,

efflorescence, paint, wax, water repellants, moisture, frost, and any other condition that may inhibit adhesion.

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Outsulation Plus System Specifications DS137

Printed in USA R10:06-13-06 13 Dryvit Systems, Inc. 1996

3.03 INSTALLATION A. The system shall be installed in accordance with the Dryvit Outsulation Plus System Application Instructions,

DS218. B. The overall minimum base coat thickness shall be sufficient to fully embed the mesh. The recommended

method is to apply the base coat in two (2) passes. C. Sealant shall not be applied directly to textured finishes or base coat surfaces. Dryvit Outsulation Plus

System surfaces in contact with sealant shall be coated with Demandit or Color Prime. D. High impact meshes shall be installed as specified at ground level, high traffic areas and other areas

exposed to or susceptible to impact damage. 3.04 FIELD QUALITY CONTROL A. The contractor shall be responsible for the proper application of the Outsulation Plus materials. B. Dryvit assumes no responsibility for on-site inspections or application of its products. C. If required, the contractor shall certify in writing the quality of work performed relative to the substrate system,

details, installation procedures, workmanship and as to the specific products used. D. If required, the EPS supplier shall certify in writing that the EPS meets Dryvit's specifications. E. If required, the sealant contractor shall certify in writing that the sealant application is in accordance with the

sealant manufacturer's and Dryvit's recommendations.

3.05 CLEANING A. All excess Outsulation Plus System materials shall be removed from the job site by the contractor in

accordance with contract provisions and as required by applicable law. B. All surrounding areas, where the Dryvit Outsulation Plus System has been applied, shall be left free of debris

and foreign substances resulting from the contractor’s work.

3.06 PROTECTION A. The Outsulation Plus System shall be protected from inclement weather and other sources of damage until

dry and permanent protection in the form of flashings, sealants, etc. are installed.

Dryvit Systems, Inc. P. O. Box 1014 One Energy Way West Warwick, RI 02893 800-556-7752 www.dryvit.com

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

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SECTION 072413 POLYMER-BASED EIFS INCORPORATING AN AIR/WATER RESISTIVE BARRIER Senerflex® Secondary Barrier Design INTRODUCTION This specification has been assembled to enable the design professional to select or delete sections to suit the project requirements and is intended to be used in conjunction with Senergy® typical details, product bulletins, technical bulletins, etc. DESIGN RESPONSIBILITY It is the responsibility of both the specifier and the purchaser to determine if a product is suitable for its intended use. The designer selected by the purchaser shall be responsible for all decisions pertaining to design, detail, structural capability, attachment details, shop drawings and the like. The Wall Systems business of BASF Corporation (herein referred to as “BASF Wall Systems”) has prepared guidelines in the form of specifications, typical application details, and product bulletins to facilitate the design process only. BASF Wall Systems is not liable for any errors or omissions in design, detail, structural capability, attachment details, shop drawings or the like, whether based upon the information provided by BASF Wall Systems or otherwise, or for any changes which the purchasers, specifiers, designers or their appointed representatives may make to BASF Wall Systems published comments. DESIGNING AND DETAILING A SENERFLEX SECONDARY BARRIER WALL SYSTEM General: The system shall be installed in strict accordance with current recommended published details and product specifications from the system’s manufacturer.

A. Wind Load 1. Maximum deflection not to exceed L/240 under positive or negative design loads. 2. Design for wind load in conformance with local code requirements.

B. Substrate Systems 1. Acceptable substrates are: PermaBase® Cement Board and other cement-boards

conforming with ASTM C1325 (Type A-exterior); poured concrete/unit masonry; ASTM C1177 type sheathings, including, Weather Defense™ Platinum sheathing, GreenGlass® sheathing, e²XP™ sheathing, GlasRoc® sheathing, Securock™ glass-mat sheathing, and DensGlass® exterior sheathing; gypsum sheathing (ASTM C79/C1396); Exposure I or exterior plywood (Grade C/D or better); or Exposure I OSB.

2. Painted and otherwise coated surfaces of brick, unit masonry, stucco and concrete shall be inspected and prepared as approved by BASF Wall Systems before application. The applicator shall verify that the proposed substrate is acceptable prior to the Senerflex Secondary Barrier Wall System installation.

3. The substrate systems shall be engineered with regard to structural performance by others.

C. Moisture Control 1. Prevent the accumulation of water behind the EIF system, either by condensation or

leakage through the wall construction, in the design and detailing of the wall assembly. a. Provide flashing to direct water to the exterior where it is likely to penetrate

components in the wall assembly, including, above window and door heads, beneath window and door sills, at roof/wall intersections, decks, abutments of lower walls with higher walls, above projecting features, and at the base of the wall and anywhere else required by local code.

[b. Air Leakage Prevention: provide continuity of air barrier system at foundation, roof, windows, doors and other penetrations through the system with connecting and compatible air barrier components to minimize condensation and leakage caused by air movement.]

c. Vapor Diffusion and Condensation: perform a dew point analysis of the wall assembly to determine the potential for accumulation of moisture in the wall assembly as a result of water vapor diffusion and condensation. Adjust insulation

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thickness and/or other wall assembly components accordingly to minimize the risk of condensation. Avoid the use of vapor retarders on the interior side of the wall in warm, humid climates.

D. Impact Resistance 1. Provide Ultra-High impact resistance to a minimum height of 6’ – 0” (1.8m) above

finished grade at all areas accessible to pedestrian traffic and other areas exposed to abnormal stress or potential impact. Indicate the areas with impact resistance requirements other than “Standard” on contract drawings.

E. Color Selection 1. The use of dark colors must be considered in relation to wall surface temperature as a

function of local climate conditions. Select Finish Coat color with a light reflectance value (LRV) of 20% or higher. The use of dark colors (LRV less than 20%) is not recommended with EIF Systems that incorporate expanded polystyrene (EPS). EPS has a sustained service temperature limitation of approximately 71°C (160°F).

F. System Joints 1. Minimum ¾” (19 mm) expansion joints in the system are required at building expansion

joints, at prefabricated panel joints, floor lines of wood frame construction, where substrates change and where structural movement is anticipated. It is the sole responsibility of the project design team, including the architect, engineer, etc., to ultimately determine specific expansion joint placement, width and design. Detail specific locations in construction drawings.

2. Minimum ½” (13 mm) wide sealant joints are required at all penetrations through the Senerflex Secondary Barrier Design (windows, doors, etc.)

3. Specify compatible closed cell backer rod and acceptable sealant that has been evaluated in accordance with ASTM C 1382, “Test Method for Determining Tensile Adhesion Properties of Sealants When Used in Exterior Insulation and Finish System (EIFS) Joints,” and that meets minimum 50% elongation after conditioning.

4. The system must be properly terminated (back-wrapped a min. of 2", properly sealed, flashed) at all penetrations, lighting fixtures, electrical outlets, hose bibs, dryer vents, etc.

G. Grade Condition 1. The Senerflex Secondary Barrier Design is not intended for use below grade or on

surfaces subject to continuous or intermittent immersion in water or hydrostatic pressure. Ensure a minimum 8” (203.2 mm) clearance above grade or as required by code, a minimum 1” (25.4 mm) clearance above finished grade (sidewalk/concrete flatwork).

H. Trim, Projecting Architectural Features (NOTE TO SPECIFIER: Installation of the Senergy Wall System outside the slope guidelines referenced in this specification may still qualify for a standard warranty; however, increased maintenance and premature deterioration of the system shall be expected and any deleterious affects caused by the lack of slope will not be the responsibility of BASF Corporation. The design professional has the option to build according to his/her project needs. The design professional must also consider geography, climate, building orientation, wall orientation and adjacent building components when designing with EIFS. The slope guidelines referenced below are provided to offer assistance to the owner and/or design professional. Final design of any building is the responsibility of the design professional.) 1. Minimum slope for all projections shall be 1:2 (27º) with a maximum length of 30.5 cm

(12") [e.g. 15 cm in 30.5cm (6" in 12")]. Increase slope for northern climates to prevent accumulation of ice/snow on the surface.

2. Senergy Wall Systems were designed and tested to be applied to vertical surfaces. As the slope of the wall system application decreases, the chance for premature deterioration of any wall system increases.

3. Low sloping EIFS conditions are subject to more extreme heat. Low sloped areas are known to produce an increase in wall surface temperature. This design can lead to accelerated weathering of the low sloped surface.

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I. Coordination with other trades 1. Evaluate adjacent materials such as windows, doors, etc. for conformance to

manufacturer’s details. Adjacent trades shall provide scaled shop drawings for review. 2. Air Seals at any joints/gaps between adjoining components (penetrations, etc.) are of

primary importance to maintain continuity of an air barrier system and must be considered by the design professional in the overall wall assembly design. Install air seals between the primary Air/Water Resistive barrier and other wall components (penetrations, etc.) in order to maintain continuity of an air barrier system.

3. Provide site grading such that Senerflex Secondary Barrier Design terminates a minimum of 8” (203 mm) above finished grade or as required by code.

4. Provide protection of rough openings in accordance with Senergy® Moisture Protection Guidelines for Senerflex Wall Systems before installing windows, doors, and other penetrations through the wall.

5. Install copings and sealant immediately after installation of the Senerflex Secondary Barrier Design and when Senergy coatings are completely dry.

TECHNICAL INFORMATION Consult BASF Wall Systems’ Technical Services Department for specific recommendations concerning all other applications. Consult the Senergy website, www.senergy.basf.com, for additional information about products and systems and for updated literature. PART 1 - GENERAL 1.01 SECTION INCLUDES

A. Refer to all drawings and other sections of this specification to determine the type and extent of work therein affecting the work of this section, whether or not such work is specifically mentioned herein.

B. Senerflex Secondary Barrier Design: Composite wall Exterior Insulation and Finish System consisting of Air/Water Resistive Barrier, Adhesive, rigid insulation, Base Coat, Reinforcing Mesh, and Finish Coat.

C. Senergy products are listed in this specification to establish a standard of quality. Any substitutions to this specification shall be submitted to and receive approval from the Architect at least 10 days before bidding. Proof of equality shall be borne by the submitter.

D. The system type shall be Senergy Senerflex Secondary Barrier Design as manufactured by BASF Corp. - Wall Systems, Jacksonville, Florida (herein referred to as BASF Wall Systems).

1.02 RELATED SECTIONS

A. Section 03 00 00 Concrete substrate B. Section 04 00 00 Masonry substrate C. Section 05 40 00 Cold-formed metal framing D. Section 06 16 00 Sheathing E. Section 06 11 00 Wood framing F. Section 07 27 00 Air barriers G. Section 07 62 00 Sheet Metal Flashing and Trim H. Section 07 65 00 Flexible flashing I. Section 07 90 00 Joint protection J. Section 08 00 00 Openings K. Section 09 22 00 Supports for plaster and gypsum board L. Section 09 22 16 Non-structural metal framing M. Section 09 29 00 Gypsum board

1.03 DEFINITIONS

A. Exterior Insulation and Finish System: Exterior assembly comprised of Adhesive, rigid insulation, Base Coat, Reinforcing Mesh, and Finish Coat.

B. Class PB Systems: A class of EIFS where the Base Coat varies in thickness depending

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upon the number of layers or thickness of Reinforcing Mesh. The reinforcing material is glass fiber mesh, which is embedded into the Base Coat at the time of installation. The Base Coat shall be applied so as to achieve Reinforcing Mesh embedment with no Reinforcing Mesh color visible, nominal thickness of 1.6 mm (1/16"). Protective Finish Coats, of various thicknesses, in a variety of textures and colors, are applied over the Base Coat.

1.04 SUBMITTALS

A. Submit under provisions of Section [01 33 00] B. Product Data: Provide data on Senerflex Secondary Barrier Design materials, product

characteristics, performance criteria, limitations and durability. C. Code Compliance: Provide manufacturer’s applicable code compliance report. D. Samples: Submit [two] [ x ] [millimeter] [inch] size samples of Senerflex Secondary

Barrier Design illustrating Finish Coat color and texture range. E. Certificate: System manufacturer’s approval of applicator. F. Sealant: Sealant manufacturer’s certificate of compliance with ASTM C1382. G. System manufacturer’s current specifications, typical details, system design guide and

related product literature which indicate preparation required, storage, installation techniques, jointing requirements and finishing techniques.

1.05 QUALITY ASSURANCE

A. Manufacturer: More than 10 years in the EIFS industry, with more than 1000 completed EIFS projects.

B. Applicator: Approved by BASF Wall Systems in performing work of this section. C. Regulatory Requirements: Conform to applicable code requirements for exterior

insulation and finish system. D. Field Samples

1. Provide under provisions of Section [01 43 36] [01 43 39]. 2. Construct one field sample panel for each color and texture, [ x ] [meters] [feet] in

size of system materials illustrating method of attachment, surface Finish color and texture.

3. Prepare each sample panel using the same tools and techniques to be used for the actual application.

4. Locate sample panel where directed. 5. Accepted sample panel [may] [may not] remain as part of the work. 6. Field samples shall be comprised of all wall assembly components including

substrate, Air/Water Resistive barrier, insulation board, Base Coat, Reinforcing Mesh, primer (if specified), Finish Coat, and typical sealant/flashing conditions.

1.06 DELIVERY, STORAGE AND HANDLING

A. Deliver, store and handle products under provisions of Section [01 65 00] [01 66 00] [ ]. B. Deliver Senerflex Secondary Barrier Design materials in original unopened packages

with manufacturer’s labels intact. C. Protect Senerflex Secondary Barrier Design materials during transportation and

installation to avoid physical damage. D. Store Senerflex Secondary Barrier Design materials in cool, dry place protected from

freezing. Store at no less than 4°C/40°F (10°C/50°F for AURORA STONE, AURORA TC-100, ALUMINA™ and BOREALIS Finish).

E. Store insulation boards flat and protected from direct sunlight and extreme heat. F. Store Senerflex Secondary Barrier Design Reinforcing Mesh, SHEATHING FABRIC and

SENERFLASH™/SENERWRAP flexible flashing in cool, dry place protected from exposure to moisture.

1.07 PROJECT/SITE CONDITIONS

A. Do not apply Senerflex Secondary Barrier Design in ambient temperatures below 4°C/40°F (10°C/50°F for AURORA STONE, AURORA TC-100, ALUMINA™ and

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BOREALIS Finish). Provide properly vented, supplementary heat during installation and drying period when temperatures less than 4°C/40°F (10°C/50°F for AURORA STONE, AURORA TC-100, ALUMINA™ and BOREALIS Finish) prevail.

B. Do not apply Senerflex Secondary Barrier Design materials to frozen surfaces. C. Maintain ambient temperature at or above 4°C/40°F (10°C/50°F for AURORA STONE,

AURORA TC-100, ALUMINA™ and BOREALIS Finish) during and at least 24 hours after Senerflex Secondary Barrier Design installation and until dry.

1.08 SEQUENCING AND SCHEDULING

A. Coordinate and schedule installation of Senerflex Secondary Barrier Design with related work of other sections.

B. Coordinate and schedule installation of trim, flashing, and joint sealers to prevent water infiltration behind the system.

1.09 WARRANTY

A. Provide BASF Wall Systems ten-year limited materials warranty and ten-year materials and labor moisture drainage warranty for Senerflex Secondary Barrier Design installations under provisions of Section [01 70 00]. 1. Comply with BASF Wall Systems project review requirements and notification

procedures to assure qualification for warranty.

PART 2 PRODUCTS 2.01 MANUFACTURERS

Senerflex® Secondary Barrier Design (Class PB System) manufactured by BASF Wall Systems.

(NOTE TO SPECIFIER: Items in brackets indicate a system option or choice of options. Throughout the specification, delete those which are not required or utilized. Contact BASF Wall Systems Technical Service Department for further assistance.) 2.02 MATERIALS

A. Air/Water Resistive Barrier: NOTE TO SPECIFIER: Select SENERSHIELD® and/or SENERSHIELD-R® (most typically one or the other) in section 1 and one or more of the corresponding components listed in section 2. Delete those not utilized. 1. [SENERSHIELD®: 100% acrylic-based, fiber-reinforced Air/Water Resistive Barrier

that is field mixed with Type I or Type II Portland cement.] - OR -

[SENERSHIELD-R®: ready-mixed, flexible Air/Water Resistive Barrier.] 2. [a. FLASHING PRIMER: water-based primer for use prior to application of

SENERFLASH™ on all acceptable surfaces. b. SENERFLASH™: 30-mil thick, self-sealing, self-healing composite membrane of

polyester fabric and rubberized asphalt. Compatible with SENERSHIELD or SENERSHIELD-R Air/Water Resistive Barrier.]

[c. Senergy® SELF-ADHERING MESH TAPE 4: 100 mm (4") balanced, open weave glass fiber reinforcing mesh with adhesive; twisted multi-end strands treated for compatibility with system components for use with SENERSHIELD]

[d. FLEXGUARD 4 Mesh: 100 mm (4”) balanced, open weave glass fiber Reinforcing Mesh; twisted multi-end strands treated for compatibility with system components for use with SENERSHIELD]

[e. 4” SHEATHING FABRIC: 100 mm (4") spun-bonded non-woven reinforced polyester web for use with SENERSHIELD-R.]

B. Adhesives/Base Coats NOTE TO SPECIFIER: Select one or more of the following base coat materials. Delete those not utilized.

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[1. NC-II Base: 100% acrylic polymer-based, non-cementitious base coat; manufactured by BASF Corp.]

[2. [STANDARD] [ALPHA] Base Coat: 100% acrylic base coat, field-mixed with Portland cement; manufactured by BASF Corp.]

[3. ALPHA DRY Base Coat: Dry-mix base coat containing Portland cement; manufactured by BASF Corp.]

[4. XTRA-STOP Base Coat: 100% acrylic-based, water-resistant base coat, field-mixed with Portland cement; manufactured by BASF Corp.]

[5. ALPHA GENIE Base Coat: Fiber-reinforced, 100% acrylic base coat, field-mixed with Portland cement; manufactured by BASF Corp.]

NOTE TO SPECIFIER: Portland cement is not used with Senershield-R, NC-II Base or Alpha Dry Base Coat. [C. Portland cement: Conform to ASTM C150, Type I, II, or I/II, grey or white; fresh and

free of lumps.] D. Water: Clean and potable without foreign matter. E. Insulation Board: Expanded polystyrene; ASTM C578, Type I; Flame spread less than

25, smoke developed less than 450 per ASTM E84, UL 723; minimum density 15.22 kg/m3 (0.95 lb/ft3; K=6.09 per mm (0.24 per inch); minimum thickness as indicated on drawings [minimum 19 mm (3/4")]; meeting the following: 1. Air-dried (aged) six weeks, or equivalent, prior to installation. 2. Edges: square within 0.8 mm per meter (1/32" per foot). 3. Thickness: tolerance of plus or minus 1.6 mm (1/16"). 4. Size: 0.6 m x 1.22 m (2' x 4'). 5. Length and width: tolerance of plus or minus 1.6 mm (1/16").

F. Senergy Reinforcing Mesh: Balanced, open weave glass fiber reinforcing mesh; twisted multi-end strands treated for compatibility with Senerflex Secondary Barrier Design components. NOTE TO SPECIFIER: Select required mesh; delete those that are not to be utilized. [1. FLEXGUARD 4: standard weight, 4 oz.] [2. INTERMEDIATE 6: standard/medium weight, 6 oz.] [3. INTERMEDIATE 12: intermediate weight, 12 oz.] [4. STRONG 15: heavy weight, 15 oz. used only in combination with Flexguard 4 or

Intermediate 6.] [5. HI-IMPACT 20: heavy weight, 20 oz. used only in combination with Flexguard 4 or

Intermediate 6.]] [6. CORNER MESH: Intermediate weight, pre-marked for easy bending, for reinforcing

at exterior corners.] [G. [ASAP]: 100% acrylic-based coating; as manufactured by BASF Corp.] [H. [COLOR COAT]: 100% acrylic-based coating; as manufactured by BASF Corp.] [I. TINTED PRIMER: 100% acrylic-based primer; color to closely match the selected

Senergy® Finish Coat color; manufactured by BASF Corp.] J. Senergy Finish Coat:

NOTE TO SPECIFIER: Select one of the following finish types and textures. Delete those that are not to be utilized. 1. [SENERFLEX 100% acrylic polymer based finish; air cured, compatible with Base

Coat; Finish color; color [ ] as selected; Finish texture [CLASSIC] [FINE] [TEXTURE] [COARSE] [SAHARA] [BELGIAN LACE] [ENCAUSTO VERONA] [METALLIC] [BOREALIS] [AURORA TC-100] [AURORA STONE] [ALUMINA™] as scheduled; as manufactured by BASF Corp.]

- OR - 2. [SILCOAT®] Finish: Siliconized acrylic emulsion finish coat; air cured, Finish color

factory-mixed; color [ ] selected; Finish texture [CLASSIC] [FINE] [TEXTURE] [SAHARA] [BELGIAN LACE] as scheduled; as manufactured by BASF Corp.]

[K. BASF Wall System’s AnticoGlaze™: 100% acrylic stain, manufactured by BASF Corp.]

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2.03 ACCESSORIES Window/Door Drip Edge: Rigid polyvinyl chloride (PVC), UV resistant for exterior use, with a drip edge, as furnished by Plastic Components, Inc. or equal. Accessories shall conform to ASTM D1784-97, C1063-99 and D4216-99.

PART 3 EXECUTION 3.01 EXAMINATION

A. Verify project site conditions under provisions of Section [01 00 00]. B. Walls

1. Substrates a. Trowel applied Air/Water Resistive barrier acceptable substrates: PermaBase®

Cement Board and other cement-boards conforming with ASTM C1325 (Type A-exterior); poured concrete/unit masonry; ASTM C1177 type sheathings, including, Weather Defense™ Platinum sheathing, GreenGlass® sheathing, e²XP™ sheathing, GlasRoc® sheathing, Securock™ glass-mat sheathing, and DensGlass® exterior sheathing; gypsum sheathing (ASTM C79/C1396). Consult the BASF Wall Systems Technical Services Department for all other applications.

b. Roller applied Air/Water Resistive barrier acceptable substrates: Acceptable substrates are: PermaBase® Cement Board and other cement-boards conforming with ASTM C1325 (Type A-exterior); poured concrete/unit masonry; ASTM C1177 type sheathings, including, Weather Defense™ Platinum sheathing, GreenGlass® sheathing, e²XP™ sheathing, GlasRoc® sheathing, Securock™ glass-mat sheathing, and DensGlass® exterior sheathing; gypsum sheathing (ASTM C79/C1396); Exposure I or exterior plywood (Grade C/D or better); or Exposure I OSB. Consult the BASF Wall Systems Technical Services Department for all other applications.

c. Wall sheathing must be securely fastened per applicable building code and sheathing manufacturer’s requirements.

d. Examine surfaces to receive Senerflex Secondary Barrier Design and verify that substrate and adjacent materials are dry, clean, sound, and free of releasing agents, paint, or other residue or coatings. Verify substrate is flat, free of fins or planar irregularities greater than 6.4 mm in 3 m (1/4" in 10').

2. Flashings a. All flashings are by others and must be installed in accordance with specific

manufacturer’s requirements. Where appropriate, end-dams must be provided. b. Openings must be flashed prior to window/door, HVAC, etc. installation. Refer to

SENERFLASH™ product bulletin and Senergy® Moisture Protection Guidelines for Senerflex Wall Systems bulletin for further information.

c. Windows and openings shall be flashed according to design and Building Code Requirements.

d. Individual windows that are ganged to make multiple units require continuous head flashing and the joints between the units must be fully sealed.

3. Roof Verify that all roof flashings have been installed in accordance with the guidelines set by the Asphalt Roofing Manufacturers Association (ARMA).

4. Kick-out flashing Kick-out flashing must be installed leak-proof and angled (min 100°) to allow for proper drainage and water diversion.

C. Do not proceed until all unsatisfactory conditions have been corrected. 3.02 PREPARATION

A. Protect all surrounding areas and surfaces from damage and staining during application of Senerflex® Secondary Barrier Design.

B. Protect finished work at end of each day to prevent water penetration. C. Substrate preparation: Prepare substrates in accordance with Senergy instructions.

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3.03 MIXING General: No additives are permitted unless specified in product mixing instructions. Close containers when not in use. Prepare in a container that is clean and free of foreign substances. Do not use a container which has contained or been cleaned with a petroleum-based product. Clean tools and equipment with water immediately after use. Dried material can only be removed mechanically. NOTE TO SPECIFIER: Keep only the products in this section which will be incorporated in the Senerflex Secondary Barrier Design. Delete those not to be utilized. A. Air/Water Resistive Barrier

1. [SENERSHIELD] a. Mix SENERSHIELD with a clean, rust-free paddle and drill until thoroughly

blended before adding Portland cement. b. Mix one part (by weight) Portland cement with one part SENERSHIELD. Add

Portland cement in small increments, mixing until thoroughly blended after each additional increment.

c. A small amount of clean, potable water per mixed pail (30 lbs of SENERSHIELD) may be added to adjust workability. Do not overwater.

2. [SENERSHIELD-R] a. Mix SENERSHIELD-R with a clean, rust-free paddle and drill until thoroughly

blended. Do not add water. B. Senergy Base Coat

1. [NC-II BASE]: a. Mix NC-II BASE with a clean, rust-free paddle and drill until thoroughly blended. b. Clean, potable water may be added to adjust workability.

2. [STANDARD], [ALPHA], [XTRA-STOP], and [ALPHA GENIE] Base Coat a. Mix Base Coat with a clean, rust-free paddle and drill until thoroughly blended,

before adding Portland cement. b. Mix one part (by weight) Portland cement with one part Base Coat. Add Portland

cement in small increments, mixing until thoroughly blended after each additional increment.

c. Clean, potable water may be added to adjust workability. 3. [ALPHA DRY] Base Coat

a. Mix and prepare each bag in a 19-liter (5-gallon) pail. b. Fill the container with approximately 5.6-liters (1.5-gallons) of clean, potable

water. c. Add ALPHA DRY Base Coat in small increments, mixing after each additional

increment. d. Mix ALPHA DRY Base Coat and water with a clean, rust-free paddle and drill until

thoroughly blended. e. Additional ALPHA DRY Base Coat or water may be added to adjust workability.

C. Senergy [ASAP], [TINTED PRIMER], [COLOR COAT], [ANTICOGLAZE™] and [SENERFLEX], [SILCOAT®], [ENCAUSTA VERONA] Finish Coats 1. Mix the factory-prepared material with a clean, rust-free paddle and drill until

thoroughly blended. 2. A small amount of clean, potable water may be added to adjust workability. Do not

overwater. 3. Additives are not permitted. 4. Close container when not in use. 5. Clean tools and equipment with water immediately after use. Dried material can only

be removed mechanically D. Senergy [AURORA TC-100], [BOREALIS], [AURORA STONE] and [ALUMINA]

Specialty Finish Coats 1. Gently mix the contents of the pail for 1 minute using a low RPM ½ inch drill

equipped with a mixing paddle such as a Demand Twister or a Windlock B-MEW, B-M1 or B-M9.

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2. Additives are not permitted. 3. Close container when not in use. 4. Clean tools and equipment with water immediately after use. Dried material can only

be removed mechanically. 3.04 APPLICATION

General: Apply Senerflex® Secondary Barrier Design materials in accordance with Senerflex Secondary Barrier Design Specifications. A. Accessories:

1. Attach Window/Door Drip Edge level and per manufacturer’s instructions. B. Air/Water Resistive Barrier

a. All sheathing joints and windows/openings must be protected and the Air/Water Resistive barrier applied in accordance with Senergy® Moisture Protection Guidelines bulletin.

b. Substrate shall be dry, clean, sound, and free of releasing agents, paint, or other residue or coatings. Verify substrate is flat, free of fins or planar irregularities greater than 6.4 mm in 3 m (¼" in 10').

c. Unsatisfactory conditions shall be corrected before application of the SENERSHIELD/ SENERSHIELD-R.

d. [Apply the [FLASHING PRIMER/SENERFLASH 4 / 9] [SELF-ADHERING MESH TAPE/SENERSHIELD] [FLEXGUARD 4 Reinforcing Mesh/SENERSHIELD] in accordance with SENERSHIELD product bulletin.]

-OR - [Apply the [4" SHEATHING FABRIC/SENERSHIELD-R] in accordance with the SENERSHIELD-R product bulletin.]

e. Installed materials should be checked before continuing system application. f. Ensure [FLEXGUARD 4 Reinforcing Mesh/SENERSHIELD] [FLASHING

PRIMER/SENERFLASH/SENERSHIELD] [SELF-ADHERING MESH TAPE/SENERSHIELD] [4" SHEATHING FABRIC/SENERSHIELD-R] overlaps the top flange of the starter track.

C. Insulation Board: 1. Vertical surfaces: begin at base of wall with firm, temporary support or spacer. 2. Apply horizontally in a running bond pattern. 3. Pre-cut insulation board to fit openings and projections. Insulation board must be a

single piece around corners of openings. Stagger vertical joints and corners. Stagger insulation and sheathing board joints.

4. Apply mixed [ALPHA] [STANDARD] [ALPHA DRY] [NC-II BASE] [XTRA STOP] [ALPHA GENIE] Base Coat to entire surface of insulation board using a stainless steel trowel with 13 mm x 13 mm (1/2"x 1/2") notches spaced 50 mm (2") apart or 10 mm x 10 mm (3/8" x 3/8") notches spaced 10 mm (3/8") apart.

5. Immediately set board into place and apply pressure over entire surface of board to ensure positive uniform contact and high initial grab. Do not allow Base Coat to dry prior to installing.

6. Abut all joints tightly and ensure overall flush level surface. 7. Check adhesion periodically by removing a board prior to set. Properly installed

insulation board will be difficult to remove and Senerflex Adhesive/Base Coat will be adhered to both the SENERSHIELD/SENERSHIELD-R and the insulation board.

8. Fill 1/16" and larger gaps between insulation boards with slivers of insulation board. 9. Allow application of insulation board to dry (normally 8 to 10 hours) prior to

application of Base Coat/Reinforcing Mesh. 10. Rasp flush any irregularities of the insulation board greater than 1.6 mm (1/16"). 11. Install expansion joints and aesthetic grooves as indicated on drawings. Do not align

aesthetic grooves with insulation board joints. D. Senergy® Base Coat/Reinforcing Mesh: Base Coat shall be applied so as to achieve

Reinforcing Mesh embedment with no Reinforcing Mesh color visible. NOTE TO SPECIFIER: Indicate on drawings the required locations of standard,

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

POLYMER-BASED EIFS INCORPORATING AN AIR/WATER RESISTIVE BARRIER 072413

medium and high or ultra high impact reinforcing mesh. [1. Senergy CORNER MESH

a. Install CORNER MESH at corners. b. Apply CORNER MESH prior to application of Reinforcing Mesh. c. Cut CORNER MESH to workable lengths. d. Apply mixed [ALPHA] [STANDARD] [ALPHA DRY] [XTRA-STOP] [ALPHA

GENIE] [NC-II] Base Coat to insulation board at outside corners using a stainless steel trowel.

e. Immediately place CORNER MESH against the wet Base Coat and embed the CORNER MESH into the Base Coat by troweling from the corner; butt edges and avoid wrinkles.

f. After Base Coat is dry and hard, apply a layer of FLEXGUARD 4, INTERMEDIATE 6 or 12 Reinforcing Mesh over the entire surface of the CORNER MESH in accordance with 3.04 C.2.]

2. Standard Impact or Medium Impact Resistance Reinforcing Mesh. a. Install [FLEXGUARD 4] [INTERMEDIATE 6] [INTERMEDIATE 12] where

indicated on drawings. b. Apply mixed [STANDARD] [ALPHA] [ALPHA DRY] [XTRA-STOP] [ALPHA

GENIE] Base Coat to entire surface of insulation board with a stainless steel trowel to embed the Reinforcing Mesh.

c. Immediately place [FLEXGUARD 4] [INTERMEDIATE 6] [INTERMEDIATE 12] Reinforcing Mesh against wet Base Coat and embed the Reinforcing Mesh into the Base Coat by troweling from the center to the edges.

d. Lap Reinforcing Mesh 64 mm (2 ½") minimum at edges. e. Ensure Reinforcing Mesh is continuous at corners, void of wrinkles and

embedded in Base Coat so that no Reinforcing Mesh color is visible. f. If required, apply a second layer of Base Coat to achieve total nominal Base

Coat/Reinforcing Mesh thickness of 1.6 mm (1/16"). g. Allow Base Coat with embedded Reinforcing Mesh to dry hard (normally 8 to 10

hours). [3. High Impact or Ultra High Impact Resistance Reinforcing Mesh

NOTE TO SPECIFIER: Where High Impact or Ultra High Impact is specified, Flexguard 4 or Intermediate 6 must be specified also. a. Install [INTERMEDIATE 12 & FLEXGUARD 4] [INTERMEDIATE 12 &

INTERMEDIATE 6] [STRONG 15 & FLEXGUARD 4] [STRONG 15 & INTERMEDIATE 6] [HI-IMPACT 20 & FLEXGUARD 4] [HIIMPACT 20 & INTERMEDIATE 6] Reinforcing Mesh where indicated on drawings.

b. Apply mixed [STANDARD] [ALPHA] [ALPHA DRY] [XTRA-STOP] [ALPHA GENIE] [NC-II] Base Coat to entire surface of insulation board with a stainless steel trowel to embed the Reinforcing Mesh.

c. Immediately place [INTERMEDIATE 12] [STRONG 15] [HI-IMPACT 20] Reinforcing Mesh against wet Base Coat and embed the Reinforcing Mesh into the Base Coat by troweling from the center to the edges.

d. Butt [INTERMEDIATE 12] [STRONG 15] [HI-IMPACT 20] Reinforcing Mesh at all adjoining edges; do not use to backwrap or bend around corners.

e. Butt [INTERMEDIATE 12] [STRONG 15] [HI-IMPACT 20] Reinforcing Mesh at adjoining edges of CORNER MESH.

f. Ensure Reinforcing Mesh is free of wrinkles and embedded in Base Coat so that no Reinforcing Mesh color is visible.

g. After Base Coat with embedded Reinforcing Mesh is dry and hard (normally 8 to 10 hours), apply a layer of [FLEXGUARD 4] [INTERMEDIATE 6] Reinforcing Mesh over the entire surface in accordance with 3.04 C.2 to achieve total nominal Base Coat/ Reinforcing Mesh thickness of 2.4 mm (3/32").]

[E. Senergy [ASAP] [COLOR COAT] 1. Apply material to the Base Coat/Reinforcing Mesh in sealant joints with a high-

quality, latex-type paintbrush.

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POLYMER-BASED EIFS INCORPORATING AN AIR/WATER RESISTIVE BARRIER 072413

2. Work material continuously until a uniform appearance is obtained. 3. Allow to dry thoroughly (approximately 24 hours) prior to application of sealant

primer and sealant.] [F. Senergy TINTED PRIMER

1. Apply TINTED PRIMER to the Base Coat/Reinforcing Mesh with a sprayer, 10 mm (⅜") nap roller, or good quality latex paint brush at a rate of approximately 3.6–6.1m² per liter (150–250 ft² per gallon).

2. TINTED PRIMER shall be dry to the touch before proceeding to the Senergy Finish Coat application.]

G. Senergy Finish Coat [1. SENERFLEX® FINISH: [CLASSIC] [FINE] [TEXTURE] [COARSE] [SAHARA]

[BELGIAN LACE] [ENCAUSTO VERONA] [METALLIC]. - OR - SILCOAT® Finish: [CLASSIC] [FINE] [TEXTURE] [SAHARA] [BELGIAN LACE] a. Apply Finish directly to the Base Coat with a clean, stainless steel trowel. b. Apply and level Finish during the same operation to minimum obtainable

thickness consistent with uniform coverage. c. Maintain a wet edge on Finish by applying and texturing continually over the wall

surface. d. Work Finish to corners, joints or other natural breaks and do not allow material to

set up within an uninterrupted wall area. e. Float Finish to achieve final texture.

[2. [AURORA TC-100] [BOREALIS] Finish Coat a. Apply TINTED PRIMER to substrate in accordance with current Senergy TINTED

PRIMER product bulletin. b. TINTED PRIMER shall be of corresponding color for selected [AURORA TC-100]

[BOREALIS] Finish color. Allow TINTED PRIMER to dry to the touch before proceeding to [AURORA TC-100] [BOREALIS] Finish application.

c. Apply a tight coat of Finish with a clean, stainless steel trowel. d. Maintain a wet edge on Finish by applying and leveling continually over the wall

surface. e. Work Finish to corners, joints or other natural breaks and do not allow material to

set up within an uninterrupted wall area. Allow first coat to set until surface is completely dry prior to applying a second coat of Finish.

f. For a smooth appearance, use a stainless steel trowel and apply the second coat of Finish. Achieve final texture using circular motions.

g. For a textured appearance, apply the second coat of Finish using a spray gun and hopper. Double-back to achieve final texture.

h. Total thickness of Finish shall be approximately 1.6 mm (1/16"). [3. AURORA STONE Finish

a. Apply TINTED PRIMER to substrate in accordance with current Senergy® TINTED PRIMER product bulletin.

b. TINTED PRIMER shall be of corresponding color for selected AURORA STONE Finish color. Allow TINTED PRIMER to dry to the touch before proceeding to AURORA STONE Finish application.

c. Apply a coat of AURORA STONE Finish using a spray gun and hopper, maintaining a wet edge. Work to corners, joints or other natural breaks and do not allow material to set up within an uninterrupted wall area.

d. Allow first coat of AURORA STONE Finish to set until surface is completely dry prior to applying a second coat of AURORA STONE Finish.

e. Apply a second coat of AURORA STONE Finish using a spray gun and hopper; double back to achieve final texture.

f. Thickness of AURORA STONE Finish may vary between 1.6 mm (1/16") and 3.2 mm (1/8"), depending upon texture. Note: Spraying of AURORA STONE Finish should be in the same manner and direction and by the same mechanic on a particular elevation or project

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

POLYMER-BASED EIFS INCORPORATING AN AIR/WATER RESISTIVE BARRIER 072413

whenever possible, to maintain a uniform appearance. Maintain consistent air pressure to minimize texture variations. Stator or rotor design pumps are not recommended.]

[4. ALUMINA™ Finish Coat a. Apply TINTED PRIMER to substrate in accordance with current Senergy®

TINTED PRIMER product bulletin. TINTED PRIMER shall be of corresponding color for selected [ALUMINA™] Finish color. Allow TINTED PRIMER to dry to the touch before proceeding to [ALUMINA™] Finish application.

b. Apply a tight coat of Finish with a clean, stainless steel trowel. c. Maintain a wet edge on Finish by applying and leveling continually over the wall

surface. d. Work Finish to corners, joints or other natural breaks and do not allow material to

set up within an uninterrupted wall area. Allow first coat to set until surface is completely dry prior to applying a second coat of Finish.

e. Use a stainless steel trowel and apply the second coat of Finish. Achieve final texture using circular motions.

f. Total thickness of Finish may be between 1.6 mm (1/16") and 3.2 mm (1/8").] [H. BASF Wall System’s ANTICOGLAZE™:

1. Apply BASF Wall System’s ANTICOGLAZE™ in accordance with recommendations contained in current product literature.]

3.05 CLEANING

A. Clean work under provisions of Section [01 74 00] [ ]. B. Clean adjacent surfaces and remove excess material, droppings, and debris.

3.06 PROTECTION

A. Protect base coat from rain, snow and frost for 48–72 hours following application. B. Protect installed construction under provisions of Section [01 76 00] [ ].

END OF SECTION Note The Wall Systems business or BASF Corporation is referred to herein as “BASF Wall Systems.” Residential Policy Apply wall systems in accordance with local building codes in force at the time of construction. On one and two-family residential framed construction, BASF Wall Systems requires that the wall system selected be one that includes provisions for moisture drainage. Please view the Senergy Residential Policy Bulletin on the Senergy website for a more detailed discussion of this topic. Disclaimer This information and all further technical advice are based on BASF Wall Systems’ present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights. In particular, BASF Wall Systems disclaims any and all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR MERCHANTABILITY OR A PARTICULAR PURPOSE. BASF WALL SYSTEMS SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. BASF Wall Systems reserves the right to make any changes according to technological progress or further developments. It is the customer’s responsibility and obligation to carefully inspect and test any incoming goods. Performance of the product(s) described herein should be verified by testing and carried out only by qualified experts. It is the sole responsibility of the customer to carry out and arrange for any such testing. Reference to trade names used by other companies is neither a recommendation, nor an endorsement of any product and does not imply that similar products could not be used.

BASF Corporation Wall Systems 3550 St. Johns Bluff Road South Jacksonville, FL 32224-2614 Phone 800 • 221 • 9255 Fax 904 • 996 • 6300 www.senergy.basf.com ©2010 BASF Corporation Printed in U.S.A. 08/10

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

COMPOSITE ALUMINUM PANELS 07242.1

SECTION 07242 – COMPOSITE ALUMINUM PANELS

PART 1: SCOPE

A. SECTION INCLUDES

1. The extent of panel system work is indicated on the drawings and in these specifications.

2. Panel system requirements include the following components:

a. Aluminum faced composite panels with mounting system. Panel mounting system including anchorages, shims, furring, fasteners, gaskets and sealants, related flashing adapters, and masking (as required) for a complete watertight installation.

b. Parapet coping, column covers, soffits, sills, border, and filler items indicated as integral components of the panel system or as designed.

c. Interior panel system work that basically matches exterior panel system work.

B. RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 1 Specification Sections, and Technical Specification Divisions 2 through 16 apply to this Section.

C. RELATED WORK SPECIFIED ELSEWHERE

1. Section 05100: Structural steel

2. Section 06100: Back up walls

3. Section 07200: Insulation

4. Section 07600: Metal flashing and counter flashing

5. Section 07920: Caulking and sealants

6. Section 09200: Interior wall finishes

1.02 QUALITY ASSURANCE

1. Composite Panel Manufacturer shall have a minimum of 5 years experience in the manufacturing of this product.

2. Composite Panel Manufacturer shall be solely responsible for panel manufacture and application of the finish.

3. Fabricator/installer shall be acceptable to the composite panel manufacturer.

Contact the Customer Relations Department at Alcan Composites USA, Inc. (800-626-3365 or 270-527-4200) for information on the Distributor Network in a specific geographic region.

4. Fabricator/Installer shall have a minimum 5 years experience of metal panel work similar in scope and size to this project.

5. Field measurements should be taken prior to the completion of shop fabrication whenever possible. However, coordinate fabrication schedule with construction progress as directed by the Contractor to avoid delay of work. Field fabrication may be allowed to ensure proper fit. However, field fabrication shall be kept to an absolute minimum with the majority of the fabrication being done under controlled shop conditions.

6. Shop drawings shall show the preferred joint details providing a watertight and structurally sound wall panel system that allows no uncontrolled water penetration on the inside face of the panel system as determined by ASTM E 331. Systems not utilizing a construction

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GENERIC FACADE/CLADDING SPECIFICATIONS UTILIZING ALUCOBOND® MATERIAL 07242 - 2 ANSWERS PROJECT # 07007

sealant at the panel joints (i.e. Rout and Return Dry and Rear Ventilated System) shall provide a means of concealed drainage with baffles and weeps for water which may accumulate in members of the system.

7. Maximum deviation from vertical and horizontal alignment of erected panels: 6mm (1/4") in 6m (20') non-accumulative.

8. Panel fabricator/installer shall assume undivided responsibility for all components of the exterior panel system including, but not limited to attachment to sub-construction, panel to panel joinery, panel to dissimilar material joinery, and joint seal associated with the panel system.

9. Composite panel manufacturer shall have established a Certification Program acceptable to the local Code Authorities.

1.03 REFERENCES

A. ALUMINUM ASSOCIATION

1. AA-C22-A41: Anodized - Clear Coatings.

2. AA-C22-A42: Anodized - Integral Color Coatings.

B. AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION

1. AAMA 508-05: Voluntary Test Method and Specification for Pressure Equalized Rain Screen Wall Cladding Systems

C. AMERICAN SOCIETY FOR TESTING AND MATERIALS

1. E 330 Structural Performance of Exterior Windows, Curtain Walls, and Doors Under the Influence of Wind Loads

2. E 283 Rate of Leakage through Exterior Windows, Curtain Walls, and Doors

3. D 1781 Climbing Drum Peel Test for Adhesives

4. E 84 Surface Burning Characteristics of Building Materials

5. D 3363 Method for Film Hardness by Pencil Test

6. D 2794 Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

7. D 3359 Methods for Measuring Adhesion by Tape Test

8. D 2247 Practice for Testing Water Resistance of Coatings in 100% Relative Humidity

9. B 117 Method of Salt Spray (Fog) Testing

10. D 822 Practice for Operating Light and Water Exposure Apparatus (Carbon-Arc Type) for Testing Paint, Varnish, Lacquer, and Related Products

11. D 1308 Effect of Household Chemicals on Clear and Pigmented Organic Finishes

12. D 1735 Method for Water Fog Testing of Organic Coatings.

13. D 1929 Standard Test Method for Determining Ignition Temperature of Plastics

14. D 635 Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position

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GENERIC FACADE/CLADDING SPECIFICATIONS UTILIZING ALUCOBOND® MATERIAL 07242 - 3 ANSWERS PROJECT # 07007

1.04 SUBMITTALS

A. SUBMITTALS SHALL BE IN CONFORMANCE WITH SECTION .

Include section number of Division 1, which outlines administrative procedures for submittals. Refer to CSI Division 1, Section 01340 - Shop Drawings, Product Data, and Samples.

B. SAMPLES

1. Panel System Assembly: Two samples of each type of assembly. 304mm (12") x 304mm (12") minimum.

2. Two samples of each color or finish selected, 76mm (3") x 102mm (4") minimum.

C. SHOP DRAWINGS

Submit shop drawings showing project layout and elevations; fastening and anchoring methods; detail and location of joints, sealants, and gaskets, including joints necessary to accommodate thermal movement; trim; flashing; and accessories.

D. AFFIDAVIT CERTIFYING MATERIAL MEETS REQUIREMENTS SPECIFIED.

E. TWO COPIES OF MANUFACTURER'S LITERATURE FOR PANEL MATERIAL.

F. CODE COMPLAINCE

Documents showing product compliance with the national and local building code shall be submitted prior to the bid. These documents shall include, but not be limited to, appropriate Evaluation Reports and/or test reports supporting the use of the product.

G. ALTERNATE MATERIALS MUST BE APPROVED BY THE ARCHITECT PRIOR TO THE BID DATE.

1.05 DELIVERY, STORAGE AND HANDLING

1. Protect finish and edges in accordance with panel manufacturer's recommendations.

2. Store material in accordance with panel manufacturer's recommendations.

PART 2: PRODUCTS

2.01 PANELS

A. COMPOSITE PANELS

1. ALUCOBOND material manufactured by Alcan Composites USA, Inc. 208 West 5th Street, Benton, KY 42025 (800-626-3365 or 270-527-4200)

2. Items of the same function and performance, which have received prior approval from the architect, shall be allowed for this project. Approval shall be based on documentation submitted showing the adequacy of the material.

Fill in Division 1--General Requirement section numbers covering administrative procedures for substitutions or delete if substitutions are not permitted.

B. THICKNESS: 3MM (0.118"); 4MM (0.157"); 6MM (0.236")

Delete thickness not required.

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C. PRODUCT PERFORMANCE

1. Bond Integrity

When tested for bond integrity, in accordance with ASTM D1781 (simulating resistance to panel delamination), there shall be no adhesive failure of the bond a) between the core and the skin nor b) cohesive failure of the core itself below the following values:

Peel Strength: 115 N mm/mm (22.5 in lb/in) as manufactured

115 N mm/mm (22.5 in lb/in) after 21 days soaking in water at 70°F

2. Fire Performance

ASTM E 84 Flame Spread Index must be less than 25, Smoke Developed Index must be less than 450.

ASTM D 1929 A self ignition temperature of 650oF or greater

ASTM D-635 Requires a CC1 classification

D. FINISHES

1. Coil coated KYNAR® 500 or HYLAR® 5000 based Polyvinylidene Fluoride (PVDF) or Fluoro Ethylene – Alkyl Vinyl Ether (FEVE) resin in conformance with the following general requirements of AAMA 2605.

a. Color: (Select one of the following)

1) Standard color as selected by the owner / architect / engineer from manufacturer's standard color palette.

2) Custom color to be matched by the panel supplier.

3) Clear coat over pretreated natural and brushed aluminum substrates.

b. Coating Thickness:

1) Colors: 1.0 mil (±0.2 mil).

2) Clear: 0.50 mil (± 0.05 mil).

c. Hardness: ASTM D-3363; HB minimum using Eagle Turquoise Pencil.

d. Impact:

1) Test method: ASTM D-2794; Gardner Variable Impact Tester with 5/8" mandrel.

2) Coating shall withstand reverse impact of 1.5"/pounds per mil substrate thickness.

3) Coating shall adhere tightly to metal when subjected to #600 Scotch Tape pick-off test. Slight minute cracking permissible. No removal of film to substrate.

e. Adhesion:

1) Test Method: ASTM D-3359.

2) Coating shall not pick off when subjected to an 11" x 11" x 1/16" grid and taped with #600 Scotch Tape.

f. Humidity Resistance

1) Test Method: ASTM D-2247.

2) No formation of blisters when subject to condensing water fog at 100% relative humidity and 100°F for 4000 hours.

g. Salt Spray Resistance:

1) Test Method: ASTM B-117; Expose coating system to 4000 hours, using 5% NaCl solution.

2) Corrosion creepage from scribe line: 1/16" max.

3) Minimum blister rating of 8 within the test specimen field.

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GENERIC FACADE/CLADDING SPECIFICATIONS UTILIZING ALUCOBOND® MATERIAL 07242 - 5 ANSWERS PROJECT # 07007

h. Weather Exposure

1) Outdoor:

a. Ten-year exposure at 45° angle facing south Florida exposure.

b. Maximum color change of 5 Delta E units as calculated in accordance with ASTM D-2244.

c. Maximum chalk rating of 8 in accordance with ASTM D-4214.

d. No checking, crazing, adhesion loss.

i. Chemical Resistance:

1) ASTM D-1308 utilizing 10% Muriatic Acid for an exposure time of 15 minutes. No loss of film adhesion or visual change when viewed by the unaided eye.

2) ASTM D-1308 utilizing 20% Sulfuric Acid for an exposure time of 18 hours. No loss of film adhesion or visual change when viewed by the unaided eye.

3) AAMA 2605 utilizing 70% reagent grade Nitric Acid vapor for an exposure time of 30 minutes. Maximum color change of 5 Delta E units as calculated in accordance with ASTM D-2244.

2. Anodized: Color (Clear): AA-C22-A41 Architectural Class I Color Coating: AA-C22-A44, light bronze, medium bronze, dark bronze and black. Architectural Class I (AA-C22-A42 Architectural Class II available upon request.)

3. Urethane Coating: For small quantity aluminum accent panels or custom color applications, provide a multi coat urethane finish in accordance with the paint manufacturer's requirements.

4. High Performance Clear:

For application over pretreated natural and brushed aluminum substrates, provide a high performance single coat clear finish.

Delete colors and finishes not required.

2.02 PANEL FABRICATION

A. COMPOSITION:

Two sheets of aluminum sandwiching a solid core of extruded thermoplastic material formed in a continuous process with no glues or adhesives between dissimilar materials. The core material shall be free of voids and/or air spaces and not contain foamed insulation material. Products laminated sheet by sheet in a batch process using glues or adhesives between materials shall not be acceptable.

B. ALUMINUM FACE SHEETS:

Thickness: 0.50mm (0.0197") (nominal) Alloy: AA3000 Series (Painted material) AA5000 Series (Anodized material)

Delete alloy not required.

C. PANEL WEIGHT:

1. 3mm (0.118"): 0.92 lbs./ft²

2. 4mm (0.157"): 1.12 lbs./ft²

3. 6mm (0.236"): 1.59 lbs./ft²

Delete weights not required.

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GENERIC FACADE/CLADDING SPECIFICATIONS UTILIZING ALUCOBOND® MATERIAL 07242 - 6 ANSWERS PROJECT # 07007

D. TOLERANCES

1. Panel Bow: Maximum 0.8% of any 1828mm (72”) panel dimension.

2. Panel Dimensions: Field fabrication shall be allowed where necessary, but shall be kept to an absolute minimum. All fabrication shall be done under controlled shop conditions when possible.

3. Panel lines, breaks, and angles shall be sharp, true, and surfaces free from warp and buckle.

4. Maximum deviation from panel flatness shall be 1/8" in 5'0" on panel in any direction for assembled units. (Non-accumulative - No Oil Canning)

E. SYSTEM CHARACTERISTICS

1. Plans, elevations, details, characteristics, and other requirements indicated are based upon standards by one manufacturer. It is intended that other manufacturers, receiving prior approval, may be acceptable, provided their details and characteristics comply with size and profile requirements, and material/performance standards.

2. System must not generally have any visible fasteners, telegraphing or fastening on the panel faces or any other compromise of a neat and flat appearance.

3. System shall comply with the applicable provisions of the "Metal Curtain Wall, Window, Storefront, and Entrance Guide Specifications Manual" by AAMA and ANSI/AAMA 302.9 requirements for aluminum windows.

4. Fabricate panel system to dimension, size, and profile indicated on the drawings based on a design temperature of 70°F.

5. Fabricate panel system so that no restraints can be placed on the panel, which might result in compressive skin stresses. The installation detailing shall be such that the panels remain flat regardless of temperature change and at all times remain air and water tight.

6. The finish side of the panel shall have a removable plastic film applied prior to fabrication, which shall remain on the panel during fabrication, shipping, and erection to protect the surface from damage.

F. SYSTEM TYPE

Pick one of the following

1. Rout and Return Wet: System must provide a wet seal (caulked) reveal joint as detailed on drawings. The sealant type shall be as specified in Section 07900 and with foamed type backer rod as indicated on architectural drawings.

2. Rout and Return Dry: System must provide a perimeter aluminum extrusion with integral weather-stripping as detailed on drawings.

No field sealant required in joints unless specifically noted on drawings.

3. Rear Ventilated Rain Screen: System must provide a reveal joint as detailed on drawings. Provide moisture barrier and sheathing as shown on drawings.

4. Pressure Equalized Rain Screen System:

System must provide air/vapor barrier as indicated in AAMA 508-05.

G. SYSTEM PERFORMANCE

1. Composite panels shall be capable of withstanding building movements and weather exposures based on the following test standards required by the Architect and/or the local building code.

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a. Wind Load

If system tests are not available, mock-ups shall be constructed and tests performed under the direction of an independent third party laboratory, which show compliance to the following minimum standards: Panels shall be designed to withstand the Design Wind Load based upon the local building code, but in no case less than 20 pounds per square foot (psf) and 30 psf on parapet and corner panels. Wind load testing shall be conducted in accordance with ASTM E330 to obtain the following results. Normal to the plane of the wall between supports, deflection of the secured perimeter-framing members shall not exceed L/175 or 3/4", whichever is less. Normal to the plane of the wall, the maximum panel deflection shall not exceed L/60 of the full span. Maximum anchor deflection shall not exceed 1/16". At 1-1/2 times design pressure, permanent deflections of framing members shall not exceed L/100 of span length and components shall not experience failure or gross permanent distortion. At connection points of framing members to anchors, permanent set shall not exceed 1/16".

b. Air/Water System Test

If system tests are not available, mock-ups shall be constructed and tests performed under the direction of an independent third party laboratory, which show compliance to the following minimum standards: Air Infiltration - When tested in accordance with ASTM E283, air infiltration at 1.57 psf must not exceed 0.06 cfm/ft² of wall area. Water Infiltration - Water infiltration is defined as uncontrolled water leakage through the exterior face of the assembly. Systems not using a construction sealant at the panel joints (i.e. Rout and Return Dry and Rear Ventilated Systems) shall be designed to drain any water leakage occurring at the joints. No water infiltration shall occur in any system under a differential static pressure of 6.24 psf after 15 minutes of exposure in accordance with ASTM E331.

c. Pressure Equalized Rain Screen Systems shall comply with AAMA 508-05 Voluntary Test Method and Specification for Pressure Equalized Rain Screen Wall Cladding Systems

2.03 ACCESSORIES

1. Extrusions, formed members, sheet, and plate shall conform with ASTM B209 and the recommendations of the manufacturer.

2. Panel stiffeners, if required, shall be structurally fastened or restrained at the ends and shall be secured to the rear face of the composite panel with silicone of sufficient size and strength to maintain panel flatness. Stiffener material and/or finish shall be compatible with the silicone.

3. Sealants and gaskets within the panel system shall be as per manufacturer's standards to meet performance requirements.

4. Fabricate flashing materials from 0.030" minimum thickness aluminum sheet painted to match the adjacent curtain wall / panel system where exposed. Provide a lap strap under the flashing at abutted conditions and seal lapped surfaces with a full bed of non-hardening sealant.

5. Fasteners (concealed/exposed/non-corrosive): Fasteners as recommended by panel manufacturer. Do not expose fasteners except where unavoidable and then match finish of adjoining metal.

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Delete fastener not required.

PART 3: EXECUTION

3.01 INSPECTION

1. Surfaces to receive panels shall be even, smooth, sound, clean, dry and free from defects detrimental to work. Notify contractor in writing of conditions detrimental to proper and timely completion of the work. Do not proceed with erection until unsatisfactory conditions have been corrected.

2. Surfaces to receive panels shall be structurally sound as determined by a registered Architect/Engineer.

3.02 INSTALLATION

1. Erect panels plumb, level, and true.

2. Attachment system shall allow for the free and noiseless vertical and horizontal thermal movement due to expansion and contraction for a material temperature range of -20°F to +180°F. Buckling of panels, opening of joints, undue stress on fasteners, failure of sealants or any other detrimental effects due to thermal movement will not be permitted. Fabrication, assembly, and erection procedure shall account for the ambient temperature at the time of the respective operation.

3. Panels shall be erected in accordance with an approved set of shop drawings.

4. Anchor panels securely per engineering recommendations and in accordance with approved shop drawings to allow for necessary thermal movement and structural support.

5. Conform to panel fabricator's instructions for installation of concealed fasteners.

6. Do not install component parts that are observed to be defective, including warped, bowed, dented, abraised, and broken members.

7. Do not cut, trim, weld, or braze component parts during erection in a manner which would damage the finish, decrease strength, or result in visual imperfection or a failure in performance. Return component parts which require alteration to shop for refabrication, if possible, or for replacement with new parts.

8. Separate dissimilar metals and use gasketed fasteners where needed to eliminate the possibility of corrosive or electrolytic action between metals.

Delete above if exposed fasteners are used.

3.03 ADJUSTING AND CLEANING

1. Remove and replace panels damaged beyond repair as a direct result of the panel installation. After installation, panel repair and replacement shall become the responsibility of the General Contractor.

2. Repair panels with minor damage.

3. Remove masking (if used) as soon as possible after installation. Masking intentionally left in place after panel installation on an elevation, shall become the responsibility of the General Contractor.

4. Any additional protection, after installation, shall be the responsibility of the General Contractor.

5. Make sure weep holes and drainage channels are unobstructed and free of dirt and sealants.

6. Final cleaning shall not be part of the work of this section.

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END OF SECTION

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THERMOPLASTIC MEMBRANE ROOFING 075400.1

SECTION 07540 – THERMOPLASTIC MEMBRANE ROOFING 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.

1.2 SUMMARY

A. This Section includes the following: 1. Mechanically fastened membrane roofing system. 2. Roof Insulation. 3. Prefabricated flashings, corners, parapets, stacks, vents, and related details 4. Fasteners, adhesives, and other accessories required for complete roof installation. 5. Traffic protection.

1.3 REFERENCES

A. UL: Underwriters Laboratories. 1. Roofing Materials and System Directory: TGFU.R10128.

B. FMG: Factory Mutual Global.

1. Factory Mutual Standard 4470 - Approved Standard for Class 1 Roof Covers.

C. ASTM: American Society of Testing and Materials. 1. ASTM C 578-04a, Standard Specification For Rigid, Cellular Polystyrene Thermal Insulation, ©

2004, ASTM International. 2. ASTM C 1177/C1177M-04e1, Standard Specification for Glass Mat Gypsum Substrate for Use as

Sheathing, © 2004 ,ASTM International. 3. ASTM C 1289-04, Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal

Insulation Board, © 2004, ASTM International. 4. ASTM C 1396/C1396M-04, Standard Specification for Gypsum Board, © 2004, ASTM

International. 5. ASTM D 146-04, Standard Test Methods for Sampling and Testing Bitumen-Saturated Felts and

Woven Fabrics for Roofing and Waterproofing, © 2004, ASTM International. 6. ASTM D 570-98, Standard Test Method for Water Absorption of Plastics, © 1998, ASTM

International. 7. ASTM D 751-00e1, Standard Test Methods for Coated Fabrics, © 2000, ASTM International. 8. ASTM D 828-97(2002), Standard Test Method for Tensile Properties of Paper and Paperboard

Using Constant-Rate-of-Elongation Apparatus, © 2002, ASTM International. 9. 9. ASTM D1079-05, Standard Terminology Relating to Roofing, Waterproofing, and Bituminous

Materials, © 2005, ASTM International. 10. ASTM D 1204-02, Standard Test Method for Linear Dimensional Changes of Nonrigid

Thermoplastic Sheeting or Film at Elevated Temperature, © 2002, ASTM International. 11. ASTM D 2136-02, Standard Test Method for Coated Fabrics-Low-Temperature Bend Test, ©

2002, ASTM International. 12. ASTM D3045-03, Standard Practice for Heat Aging of Plastics Without Load, © 2003, ASTM

International. 13. ASTM D 4434-96, Standard Specification for Poly(Vinyl Chloride) Sheet Roofing, © 1996, ASTM

International. 14. ASTM D 5602-98, Standard Test Method for Static Puncture Resistance of Roofing Membrane

Specimens, © 1998, ASTM International. 15. ASTM D 5635-04, Standard Test Method for Dynamic Puncture Resistance of Roofing

Membrane Specimens, © 2004, ASTM International. 16. ASTM E 108-04, Standard Test Methods for Fire Tests of Roof Coverings, © 2004, ASTM

International. 17. ASTM E 119-00a, Standard Test Methods for Fire Tests of Building Construction and Materials,

© 2000, ASTM International.

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THERMOPLASTIC MEMBRANE ROOFING 075400.2

18. ASTM G 154-00, Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials, © 2000, ASTM International.

1.4 DEFINITIONS

A. Roofing Terminology: Refer to ASTM D1079 and glossary of NRCA's The NRCA Roofing and Waterproofing Manual for definition of terms related to roofing work in this Section.

1.5 PERFORMANCE REQUIREMENTS

A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure.

B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions

of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience.

C. Physical Properties: Roof product must meet the requirements of type III PVC sheet roofing as defined

by ASTM D4434-96 and must meet or exceed the following physical properties. 1. Thickness: 50 mil (1.25 mm), nominal per ASTM D751. 2. Breaking Strengths: >472 lbf. (MD) and >366 lbf. (XMD) per ASTM D751, Grab Method. 3. Elongation at Break: >31% per ASTM D751, Grab Method. 5. Heat Aging per ASTM D3045: 176°F for 56 days. No sign of cracking, chipping or crazing. (per

ASTM D4434). 4. Factory Seam Strength: >575 lbf per ASTM D751, Grab Method. 6. Tearing Strength: >68 lbf. (MD) and >92 lbf. (XMD) per ASTM D751, Procedure B. 7. Low Temperature Bend (Flexibility): Pass -40°F per ASTM D2136. 8. Accelerated Weathering: No cracking, checking, crazing, erosion or chalking after 5,000 hours per

ASTM G154 (formerly G53). 9. Linear Dimensional Change: <0.5% per ASTM D1204 @176 ± 2°F for 6 hours. 10. Water Absorption: < 3% per ASTM D570 @158°F for 166 hours. 11. Static Puncture Resistance: > 56 lbs. per ASTM D5602. 12. Dynamic Puncture Resistance: > 474 pdl-ft per ASTM D5635.

D. Minimum UL Class A fire rating.

E. Attach roofing system using the fastener spacing requirements in the current edition of the

manufacturer's Specification.

F. Current International Code Council Evaluation Services Report or Legacy Report showing compliance with the International Building Code.

1.6 SUBMITTALS

A. Product data: For each component of the roofing system.

B. Shop Drawings: For roofing system. Include roof plan with fastening pattern, and roofing manufacturer's standard details that are representative of those that will be encountered during installation.

C. Samples for verification: For the following products:

1. 4-inch x 6-inch sample of roofing membrane, of color specified. 2. Sample of roofing membrane with factory weld and T-shaped lap. 3. 4-inch x 6-inch sample of walkway pad. 4. Termination bar, fascia bar with cover, drip edge and gravel stop if to be used. 5. A Sample of each fastener type to be used for installing membrane, insulation/recover board,

termination bar and edge details.

D. Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install roofing system.

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THERMOPLASTIC MEMBRANE ROOFING 075400.3

E. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in Performance Requirements Article.

F. ASTM D4434-96 Certification: Supply test results from qualified testing agency that states that the

roofing product meets the requirements for type III PVC sheet roofing as defined in ASTM D4434-96.

G. Maintenance Data: Outlining leak reporting procedure, maintenance requirements, and emergency repair procedures.

H. Warranties: Submit a current sample of the manufacturer's warranty that will be issued for this project.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's warranty.

B. Manufacturer Qualifications: A qualified manufacturer must utilize a Quality Control Manual during the

production of the membrane roofing system that has been approved by and is inspected by Underwriters Laboratories.

C. Source Limitations: Obtain components for membrane roofing system from roofing membrane

manufacturer.

D. There shall be no deviations from roofing membrane manufacturer's specifications or the approved shop drawings without the prior written approval of the manufacturer.

E. Fire-Test-Response Characteristics: Provide membrane roofing materials with the fire-test-response

characteristics indicated as determined by testing identical products per test method below by UL, FMG, or another testing and inspecting agency acceptable to authorities having jurisdiction. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire-Test Exposure: Class A; ASTM E108, for application and roof slopes indicated. 2. Fire-Resistance Ratings: ASTM E119, for fire-resistance-rated roof assemblies of which roofing

system is a part.

F. Preliminary Roofing Conference: Before starting roof deck construction, conduct conference at Project site. Comply with requirements for preinstallation conferences in Division 1 Section Project Management and Coordination. Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following: 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency

representative, roofing Installer, roofing system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing including installers of roof accessories and roof-mounted equipment.

2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

3. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening.

4. Review structural loading limitations of roof deck during and after roofing. 5. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs,

and condition of other construction that will affect roofing system. 6. Review governing regulations and requirements for insurance and certificates if applicable. 7. Review temporary protection requirements for roofing system during and after installation. 8. Review roof observation and repair procedures after roofing installation.

1.8 DELIVERY, STORAGE AND HANDLING

A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and

within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight.

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THERMOPLASTIC MEMBRANE ROOFING 075400.4

C. Store liquid materials in their original undamaged containers in a clean, dry, protected location and

within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life.

D. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture,

soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation.

E. Handle and store roof materials and place equipment in a manner to avoid permanent deflection of

deck. 1.9 PROJECT CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements.

2.0 WARRANTY

A. Contractor Warranty: The contractor shall warrant the roof application with respect to workmanship and proper application for two (2) years from the date of favorable inspection by the roof membrane manufacturer. Should any leaks covered under the warranty occur during this period, corrective action will be taken by the contractor to repair the roof to the satisfaction of the owner and the roof membrane manufacturer. All corrective work will be done at no cost to the owner or Duro-Last.

B. Manufacturer Warranty: Must be no-dollar limit type and provide for completion of repairs, replacement

of membrane or total replacement of the roofing system at the then-current material and labor prices throughout the life of the warranty. In addition the warranty must meet the following criteria: 1. Warranty Period: 15 years from date issued. 2. No exclusions for damage caused by ponded water or biological growth, or for incidental or

consequential damages. 3. Issued direct from and serviced by the roof membrane manufacturer. 4. Transferable for the full term of the warranty. 5. No additional charge for the warranty.

PART 2 PRODUCTS 2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection: 1. Product: Subject to compliance with requirements, provide the product specified. 2. Manufacturer: Subject to compliance with requirements, provide products by the manufacturer

specified. 2.2 PVC ROOFING MEMBRANE

A. PVC Sheet: ASTM D4434, Type III, fabric reinforced, as follows: 1. Product: Subject to compliance with requirements, provide Duro-Last® Specially Formulated

Roofing Membrane by Duro-Last Roofing, Inc. 2. Thickness: 50 mil (1.25 mm), nominal. 3. Exposed Face Color: white.

2.3 AUXILIARY MATERIALS

A. Sheet Flashing: Manufacturer's standard sheet flashing of same material, type, reinforcement, thickness, and color as PVC sheet membrane.

B. Prefabricated Flashing: Prefabricated flashings for pipes, curbs, inside and outside corners of same

material, type, reinforcement, and color as PVC sheet membrane.

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THERMOPLASTIC MEMBRANE ROOFING 075400.5

C. Sealants and Adhesives: Caulk, pourable sealant, mastic and adhesives must be supplied by

Duro-Last.

D. Slip Sheet and Cover Boards: Slip sheet or cover boards, of type required by Duro-Last for the application.

E. Termination Bars: Standard rigid exterior vinyl bar,1.5-inch wide with slotted holes 6-inch on center

must be manufactured by Duro-Last.

F. Edge Detail: Fascia bar and cover, prefabricated Drip Edge, prefabricated Gravel Stop and 2-Piece Compression Metal Edge must be manufactured by Duro-Last.

G. Vinyl Coated Metal: 24 gauge, hot-dipped galvanized, grade 90 metal with a minimum of 17 mil of

manufacturers membrane laminated to one side.

H. Fasteners: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance provisions in FMG 4470, designed for fastening membrane to substrate, and supplied by Duro-Last.

I. Two-Way Vents: Provided by Duro-Last. Must install a minimum of 1 vent per each 1000 square-feet.

2.4 ROOF INSULATION

A. General: Provide preformed roof insulation boards that comply with requirements and referenced standards, selected from manufacturer's standard sizes. 1. Thickness: Subject to compliance with requirements, provide insulation with minimum thickness of

4-inch. 2. Insulation Attachment: Mechanical.

B. Expanded or Extruded Polystyrene Board Insulation: Must meet Duro-Last specification.

1. Density: Minimum 1.5 pcf if used without rigid cover board or 1.25 pcf if overlain by a rigid cover board.

2. Compressive Resistance: Minimum 18 psi. 3. Manufacturers

a. A F M R-Control Building Systems. b. Avron, Inc. c. Benchmark Foam, Inc. d. Certainteed Corporation. e. Diversi-Foam Products. f. Dow Chemical Company. g. Falcon Foam. h. Owens Corning. i. Pactiv Building Products. j. Premier Industries, Inc. k. T-Clear Corporation.

C. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated

for sloping to drain. Fabricate to slopes indicated. 2.5 INSULATION ACCESSORIES

A. General: Roof insulation accessories recommended by insulation manufacturer for intended use and compatible with membrane roofing

B. Fasteners: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance

provisions in FMG 4470, designed for fastening membrane to substrate, and supplied by Duro-Last. 2.6 Walkways

A. Flexible Walkways: Provide non-skid, maintenance-free walkway pads in areas of heavy foot traffic and around mechanical equipment. Walkway pads must be manufactured by Duro-Last.

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THERMOPLASTIC MEMBRANE ROOFING 075400.6

PART 3 EXECUTION 3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system: 1. Verify that roof openings and penetrations are in place and set and braced and that roof drains are

securely clamped in place. 2. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations

and terminations and that nailers match thickness of insulation. 3. For steel decks, verify that surface plane flatness and fastening of the roof deck comply with

requirements in Division 5 Section Steel Deck. 4. For Concrete decks,

a. Verify that minimum concrete drying period recommended by Duro-Last has passed. b. Verify that concrete substrate is visibly dry and free of moisture. Test for capillary moisture by

plastic sheet method according to ASTM D4263. c. If roof components will be adhered to concrete deck, verify that concrete curing compounds

that will impair adhesion of the components to roof deck have been removed. 5. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to Duro-Last's written instructions. Remove sharp projections.

B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating

onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast.

C. Complete terminations and base flashings and provide temporary seals to prevent water from entering

completed sections of roofing system at the end of the workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing.

3.3 INSULATION INSTALLATION

A. Coordinate installing membrane roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday.

B. Comply with Duro-Last's written instructions for installing roof insulation.

C. Install tapered insulation to conform to slopes indicated.

D. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not

restrict flow of water.

E. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation. 1. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations.

F. Mechanically Fastened Insulation: Install each layer of insulation and secure to deck using mechanical

fasteners specifically designed and sized for fastening specified board-type roof insulation to deck type. Follow Duro-Last specifications. 1. Fasten insulation according to Duro-Last's specification. 2. Fasteners and plates must be supplied by Duro-Last.

3.4 MECHANICALLY FASTENED ROOFING MEMBRANE INSTALLATION

A. Install prefabricated roofing sections over area to receive roofing according to Duro-Last's written instructions.

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B. For each prefabricated roofing section pull the first securement tab taut and mechanically fasten to the structural deck. Unfold the roof section to expose the next securement tab. Pull the material taut to remove wrinkles and install fasteners. Continue this procedure for each securement tab. 1. Fastners and stress distribution plates must be supplied by Duro-Last. 2. The edge of the stress distribution plates should be aligned with the outside edge of the

securement tabs. 3. Securement tab and fastener spacing are based on Duro-Last's specification.

C. Mechanically fasten roofing membrane securely at terminations, penetrations, and perimeter per

Duro-Last's specifications.

D. Accurately align each prefabricated roofing section in order to maintain overlaps of the minimum dimensions required by Duro-Last.

E. Seams: Clean seam areas, overlap roofing membrane, and hot-air weld side and end laps of roofing

membrane according to Duro-Last's written instructions to ensure a watertight seam installation. 1. Hot-air welded seams must be a minimum of 1-1/2 inch wide. 2. After seam has cooled make a hands and knees inspection with a probe. Repair any deficiences

found immediately.

F. Penetrations: Utilize prefabricated flashings for penetrations such as pipes, equipment curbs, braces and pitch pockets. These flashings shall be made of the same membrane as the roof sections. Hot-air weld the flashing's skirt to the roofing section and properly terminate the flashing to the penetration per Duro-Last's specification.

G. Drains and Scuppers: Follow membrane manufacuture's specification to properly terminate the roofing

sections at drains and scuppers. Clamping rings may be used to terminate the roof section at roof drains. If the drain does not have a clamping ring, or it cannot be used, a prefabricated drain boot must be used. Prefabricated flashings must be utilized for scuppers.

3.5 BASE FLASHING INSTALLATION

A. Install prefabricated sheet flashings according to Duro-Last's specification.

B. Utilize prefabricated flashings for roof penetrations.

C. Utilize prefabricated inside and outside corners where necessary.

D. Hot-air weld the flashing's skirt to the roofing section and properly terminate the flashing to the penetration per Duro-Last's specification.

3.6 WALKWAY INSTALLATION

A. Flexible Walkways: Install walkway products in locations indicated. Heat weld to roof membrane according to Duro-Last's specification.

3.7 FIELD QUALITY CONTROL

A. Final Roof Inspection: Arrange for Duro-Last's technical representative to inspect roofing installation on completion. 1. Deficiencies: Any deficiencies identified during the inspection will be corrected and made ready for

reinspection within five (5) working days. Such corrections will be made at no expense to the Owner.

2. Warranty: Upon receipt of the required materials, certifying inspection and acceptance of the installation by Duro-Last, the warranty shall be duly executed and issued to the Owner.

3.8 PROTECTING AND CLEANING

A. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to the Owner.

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B. Correct deficiencies in or remove membrane roofing system that does not comply with requirements, repair substrates, and repair or reinstall membrane roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements.

C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures

recommended by Duro-Last.

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3-Part Specification Division 07 54 19 - Polyvinyl-Chloride Roofing

Panera Prepared For: Panera Bread

Prepared By: Belynda Beuthin Duro-Last Roofing Inc.

Duro-Last Roof Assembly Description

Duro-Last® PVC thermoplastic membrane Membrane Thickness: 50 mil Color: White Attachment: Attached with mechanical fasteners

DensDeck® Prime Roof Board Thickness: ¼ inch Attachment: Attached with mechanical fasteners

Duro-Guard® ISO II (flat) Attachment: Attached with mechanical fasteners

Duro-Guard® ISO II (flat) Attachment: Loosely laid

Steel Roof Deck

Roofing Contractor must provide letter of certification for “Master” status from Duro-Last Roofing.

Roofing Contractor will provide copy of Inspection report and grade to Panera with the warranty.

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PART 1 GENERAL

1.1 SECTION INCLUDES

A. Duro-Last® PVC thermoplastic membrane attached with mechanical fasteners.

B. DensDeck® Prime Roof Board, attached with mechanical fasteners.

C. Duro-Guard® ISO II (flat), attached with mechanical fasteners.

D. Prefabricated flashings, corners, parapets, stacks, vents, and related details.

E. Fasteners, adhesives, and other accessories required for a complete roofing installation.

F. Traffic Protection.

1.2 REFERENCES

A. NRCA - The NRCA Roofing and Waterproofing Manual.

B. ASCE 7 - Minimum Design Loads For Buildings And Other Structures.

C. UL - Roofing Materials and Systems Directory, Roofing Systems (TGFU.R10128).

D. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board.

E. ASTM D 751 - Standard Test Methods for Coated Fabrics.

F. ASTM D 4434 - Standard Specification for Poly(Vinyl Chloride) Sheet Roofing.

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

H. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials.

1.3 SYSTEM DESCRIPTION

A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure.

B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience.

C. Physical Properties:

1. Roof product must meet the requirements of Type III PVC sheet roofing as defined by ASTM D 4434 and must meet or exceed the following physical properties.

2. Thickness: 50 mil, nominal, in accordance with ASTM D 751.

3. Thickness Over Scrim: ≥ 28 mil in accordance with ASTM D 751.

4. Breaking Strengths: ≥ 390 lbf. (MD) and ≥ 438 lbf. (XMD) in accordance with ASTM D 751, Grab Method.

5. Elongation at Break: ≥ 31% (MD) and ≥ 31% (XMD) in accordance with ASTM D 751, Grab Method.

6. Heat Aging in accordance with ASTM D 3045: 176 °F for 56 days. No sign of cracking, chipping or crazing. (In accordance with ASTM D 4434).

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7. Factory Seam Strength: ≥ 417 lbf. in accordance with ASTM D 751, Grab Method.

8. Tearing Strength: ≥ 132 lbf. (MD) and ≥ 163 lbf. (XMD) in accordance with ASTM D 751, Procedure B.

9. Low Temperature Bend (Flexibility): Pass at -40 °F in accordance with ASTM D 2136.

10. Accelerated Weathering: No cracking, checking, crazing, erosion or chalking after 5,000 hours in accordance with ASTM G 154.

11. Linear Dimensional Change: < 0.5% in accordance with ASTM D 1204 at 176 ± 2 °F for 6 hours.

12. Water Absorption: < 1.7% in accordance with ASTM D 570 at 158 °F for 166 hours.

13. Static Puncture Resistance: ≥ 56 lbs. in accordance with ASTM D 5602.

14. Dynamic Puncture Resistance: ≥ 14.7 ft-lbf. in accordance with ASTM D 5635.

D.  Cool Roof Rating Council (CRRC):

1. Membrane must be listed on CRRC website.

a. Initial Solar Reflectance: ≥ 88%

b. Initial Thermal Emittance: ≥ 87%

c. Initial Solar Reflective Index (SRI): ≥ 111

d. 3-Year Aged Solar Reflectance: ≥ 68%

e. 3-Year Aged Thermal Emittance: ≥ 84%

f. 3-Year Aged Solar Reflective Index (SRI): ≥ 82

E. Insulation

1. Provide overall thermal resistance for roofing system as follows:

a. Minimum R-value: 30.

2. Install using a minimum of two layers.

3. Configuration as indicated on the Drawings.

1.4 SUBMITTALS

A. Submit under provisions of Section 01300.

B. Duro-Last data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

4. Maintenance requirements.

C. Shop Drawings: Indicate insulation pattern, overall membrane layout, field seam locations, joint or termination detail conditions, and location of fasteners.

D. Verification Samples: For each product specified, two samples, representing actual product, color, and finish.

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1. 4 inch by 6 inch sample of roofing membrane, of color specified.

2. 4 inch by 6 inch sample of walkway pad.

3. Termination bar, fascia bar with cover, drip edge and gravel stop if to be used.

4. Each fastener type to be used for installing membrane, insulation/recover board, termination bar and edge details.

E. Installer Certification: Certification from the roofing system manufacturer that Installer is approved, authorized, or licensed by manufacturer to install roofing system.

F. Manufacturer's warranties.

1.5 QUALITY ASSURANCE

A. Perform work in accordance with manufacturer's installation instructions.

B. Manufacturer Qualifications: A manufacturer specializing in the production of PVC membranes systems and utilizing a Quality Control Manual during the production of the membrane roofing system that has been approved by and is inspected by Underwriters Laboratories.

C. Installer Qualifications: Company specializing in installation of roofing systems similar to those specified in this project and approved by the roofing system manufacturer.

D. Source Limitations: Obtain components for membrane roofing system from roofing membrane manufacturer.

E. There shall be no deviations from the roof membrane manufacturer's specifications or the approved shop drawings without the prior written approval of the manufacturer.

1.6 REGULATORY REQUIREMENTS

A. Conform to applicable code for roof assembly wind uplift and fire hazard requirements.

B. Fire Exposure: Provide membrane roofing materials with the following fire-test-response characteristics. Materials shall be identified with appropriate markings of applicable testing and inspecting agency.

1. Exterior Fire-Test Exposure:

a. Class A; ASTM E 108, for application and roof slopes indicated.

2. Fire-Resistance Ratings: Comply with ASTM E 119 for fire-resistance-rated roof assemblies of which roofing system is a part.

3. Conform to applicable code for roof assembly fire hazard requirements.

C. Wind Uplift:

1. Roofing System Design: Provide a roofing system designed to resist uplift pressures calculated according to the current edition of the ASCE-7 Specification Minimum Design Loads for Buildings And Other Structures.

1.7 PRE-INSTALLATION MEETING

A. Convene meeting not less than one week before starting work of this section.

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B. Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following.

1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing installer, roofing system manufacturer's representative, deck installer, and installers whose work interfaces with or affects roofing including installers of roof accessories and roof-mounted equipment.

2. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, and facilities needed to make progress and avoid delays.

3. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening.

4. Review structural loading limitations of roof deck during and after roofing.

5. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system.

6. Review governing regulations and requirements for insurance and certificates if applicable.

7. Review temporary protection requirements for roofing system during and after installation.

8. Review roof observation and repair procedures after roofing installation.

1.8 DELIVERY, STORAGE AND HANDLING

A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight.

C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation.

D. Store roof materials and place equipment in a manner to avoid permanent deflection of deck.

E. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.

1.9 WARRANTY

A. Contractor's Warranty: The contractor shall warrant the roof application with respect to workmanship and proper application for two (2) years from the effective date of the warranty issued by the manufacturer. Duro-Last Supreme Warranty

B. Manufacturer's Warranty: Must be no-dollar limit type and provide for completion of repairs, replacement of membrane or total replacement of the roofing system at the then-current material and labor prices throughout the life of the warranty. In addition the warranty must meet the following criteria:

1. Warranty Period: 15 years from date issued by the manufacturer.

2. No exclusions for incidental or consequential damages.

3. No exclusion for damage caused by ponding water.

4. No exclusion for damage caused by biological growth.

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5. Issued direct from and serviced by the roof membrane manufacturer.

6. Transferable for the full term of the warranty.

7. No additional charge for the warranty.

PART 2 PRODUCTS

2.1 MANUFACTURER

A. Manufacturer: Duro-Last Roofing, Inc., which is located at: 525 Morley Drive, Saginaw, MI 48601. Telephone: 800-248-0280.

B. All roofing system components to be provided or approved by Duro-Last Roofing, Inc.

C. Substitutions: Not permitted.

2.2 ROOFING SYSTEM COMPONENTS

A. Roofing Membrane: Duro-Last® PVC thermoplastic membrane conforming to ASTM D 4434, type III, fabric-reinforced, PVC. Membrane properties as follows:

1. Thickness:

a. 50 mil.

2. Exposed Face Color:

a. White.

B. Accessory Materials: Provide accessory materials supplied by or approved for use by Duro-Last Roofing, Inc.

1. Sheet Flashing: Manufacturer's standard reinforced PVC sheet flashing.

2. Duro-Last Factory Prefabricated Flashings: manufactured using Manufacturer's standard reinforced PVCmembrane.

a. Stack Flashings.

b. Curb Flashings.

c. Inside and Outside Corners.

d. Vinyl Coated Metal Scupper Inserts.

3. Sealants and Adhesives: Compatible with roofing system and supplied by Duro-Last Roofing, Inc.

a. Duro-Caulk® Plus.

b. Strip Mastic.

4. Slip Sheet: Compatible with roofing system and supplied by Duro-Last Roofing, Inc.

5. Fasteners and Plates: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance provisions in FMG 4470, designed for fastening membrane and insulation to substrate. Supplied by Duro-Last Roofing, Inc.

a. #14 Heavy Duty Fasteners.

b. Cleat Plates.

c. 3 inch Metal Plates.

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6. Termination and Edge Details: Supplied by Duro-Last Roofing, Inc.

a. Termination Bar.

b. 2-Piece Compression Metal System.

7. Vinyl Coated Metal: Supplied by Duro-Last Roofing, Inc. 24 gauge, hot-dipped galvanized, grade 90 metal with a minimum of 17 mil of Duro-Last membrane laminated to one side.

8. Two-Way Roof Vents: Supplied by Duro-Last Roofing, Inc. Install a minimum of 1 vent for each 1,000 ft² (93 m²) of roof area.

C. Walkways:

1. Provide non-skid, maintenance-free walkway pads in areas of heavy foot traffic and around mechanical equipment.

a. Duro-Last Roof Trak® III Walkway Pad.

2.3 ROOF INSULATION

A. General:

1. Provide preformed roof insulation boards that comply with requirements and referenced standards, as selected from manufacturer's standard sizes.

2. Provide preformed saddles, crickets, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated.

B. Polyisocyanurate Board Insulation: Complying with ASTM C 1289, Type II, felt or glass-fiber mat facer on both major surfaces. Material as supplied by Duro-Last.

1. Duro-Guard® ISO II (flat).

2. Duro-Guard® ISO II (flat).

2.4 ROOF INSULATION ACCESSORIES

A. General: Provide roof insulation accessories approved by the roof membrane manufacturer and as recommended by insulation manufacturer for the intended use.

B. Fasteners: Provide Duro-Last factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance provisions in FMG 4470, designed for fastening insulation and/or insulation cover boards in conformance to specified design requirements.

C. Insulation Cover Board:

1. Glass-mat-faced, water-resistant gypsum substrate conforming to ASTM C 1177/C 1177M,DensDeck® Prime Roof Board as manufactured by Georgia-Pacific Corporation.

a. ¼ inch thick.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that the surfaces and site conditions are ready to receive work.

B. Verify that the deck is supported and secured.

C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, eaves, scuppers or gutters.

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D. Verify that the deck surfaces are dry and free of standing water, ice or snow.

E. Verify that all roof openings or penetrations through the roof are solidly set.

F. If substrate preparation is the responsibility of another contractor, notify Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

C. Surfaces shall be clean, smooth, free of fins, sharp edges, loose and foreign material, oil, grease, and bitumen.

3.3 INSTALLATION

A. Install insulation in accordance with the roof manufacturer's requirements.

B. Insulation: Duro-Guard® ISO II (flat).

1. Install insulation in accordance with the roof manufacturer’s requirements.

2. Insulation shall be adequately supported to sustain normal foot traffic without damage.

3. Where field trimmed, insulation shall be fitted tightly around roof protrusions with no gaps greater than ¼ inch.

4. No more insulation shall be applied than can be covered with the roof membrane by the end of the day or the onset of inclement weather.

5. If more than one layer of insulation is used, all joints between subsequent layers shall be offset by at least 6 inches.

6. Mechanical Attachment: Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet applicable design requirements.

a. Install fasteners in accordance with the roof manufacturer’s requirements. Fasteners that are improperly installed must be replaced or corrected.

7. Install mechanical fasteners through top layer to attach Duro-Guard® ISO II (flat) insulation. Install all layers in parallel courses with end joints staggered 50% and adjacent boards butted together with no gaps greater than ¼ inch.

C. Insulation Cover Board: DensDeck® Prime Roof Board.

1. Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet applicable design requirements.

a. Install fasteners in accordance with the roof manufacturer’s requirements. Fasteners that are improperly installed must be replaced or corrected.

b. Attach boards in parallel courses with end joints staggered 50% and adjacent boards butted together with no gaps greater than ¼ inch.

D. Roof Membrane: 50 mil, Duro-Last® PVC thermoplastic membrane.

1. Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet the applicable design requirements.

2. Install fasteners in accordance with the roof manufacturer’s requirements. Fasteners that are improperly installed shall be replaced or corrected.

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3. Mechanically fasten membrane to the structural deck utilizing fasteners and fastening patterns that in accordance with the roof manufacturer’s requirements.

4. Cut membrane to fit neatly around all penetrations and roof projections.

5. Unroll roofing membrane and positioned with a minimum 6 inch overlap.

E. Seaming:

1. Weld overlapping sheets together using hot air. Minimum weld width is 1-1/2 inches.

2. Check field welded seams for continuity and integrity and repair all imperfections by the end of each work day.

F. Membrane Termination/Securement: All membrane terminations shall be completed in accordance with the membrane manufacturer’s requirements.

1. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition.

2. Provide securement at any angle change where the slope or combined slopes exceeds two inches in one horizontal foot.

G. Flashings: Complete all flashings and terminations as indicated on the drawings and in accordance with the membrane manufacturer’s requirements.

1. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition.

a. Do not apply flashing over existing thru-wall flashings or weep holes.

b. Secure flashing on a vertical surface before the seam between the flashing and the main roof sheet is completed.

c. Extend flashing membrane a minimum of 6 inches (152 mm) onto the main roof sheet beyond the mechanical securement.

d. Use care to ensure that the flashing does not bridge locations where there is a change in direction (e.g. where the parapet meets the roof deck).

2. Penetrations:

a. Flash all pipes, supports, soil stacks, cold vents, and other penetrations passing through the roofing membrane as indicated on the Drawings and in accordance with the membrane manufacturer’s requirements.

b. Utilize custom prefabricated flashings supplied by the membrane manufacturer.

c. Existing Flashings: Remove when necessary to allow new flashing to terminate directly to the penetration.

3. Pipe Clusters and Unusual Shapes:

a. Clusters of pipes or other penetrations which cannot be sealed with prefabricated membrane flashings shall be sealed by surrounding them with a prefabricated vinyl-coated metal pitch pan and sealant supplied by the membrane manufacturer.

b. Vinyl-coated metal pitch pans shall be installed, flashed and filled with sealant in accordance with the membrane manufacturer’s requirements.

c. Pitch pans shall not be used where prefabricated or field fabricated flashings are possible.

H. Roof Drains:

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1. Coordinate installation of roof drains and vents specified in Section 15146 - Plumbing Specialties.

2. Remove existing flashing and asphalt at existing drains in preparation for sealant and membrane.

3. Provide a smooth clean surface on the mating surface between the clamping ring and the drain base.

I. Edge Details:

1. Provide edge details as indicated on the Drawings. Install in accordance with the membrane manufacturer’s requirements.

2. Join individual sections in accordance with the membrane manufacturer’s requirements.

3. Coordinate installation of metal flashing and counter flashing specified in Section 07620.

4. Manufactured Roof Specialties: Coordinate installation of copings, counter flashing systems, gutters, downspouts, and roof expansion assemblies specified in Section 07710.

J. Walkways:

1. Install walkways in accordance with the membrane manufacturer’s requirements.

2. Provide walkways where indicated on the Drawings.

3. Install walkway pads at roof hatches, access doors, rooftop ladders and all other traffic concentration points regardless of traffic frequency. Provided in areas receiving regular traffic to service rooftop units or where a passageway over the surface is required.

4. Do not install walkways over flashings or field seams until manufacturer’s warranty inspection has been completed.

K. Water cut-offs:

1. Provide water cut-offs on a daily basis at the completion of work and at the onset of inclement weather.

2. Provide water cut-offs to ensure that water does not flow beneath the completed sections of the new roofing system.

3. Remove water cut-offs prior to the resumption of work.

4. The integrity of the water cut-off is the sole responsibility of the roofing contractor.

5. Any membrane contaminated by the cut-off material shall be cleaned or removed.

3.4 FIELD QUALITY CONTROL

A. The membrane manufacturer’s representative shall provide a comprehensive final inspection after completion of the roof system. All application errors shall be addressed and final punch list completed.

3.5 PROTECTION

A. Protect installed roofing products from construction operations until completion of project.

B. Where traffic is anticipated over completed roofing membrane, protect from damage using durable materials that are compatible with membrane.

C. Repair or replace damaged products after work is completed.

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END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

MANUFACTURED ROOF SPECIALTIES 07710.1

SECTION 07710 - MANUFACTURED ROOF SPECIALTIES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Copings. 2. Roof edge flashings. 3. Roof edge drainage systems. 4. Counterflashings and reglets. 5. Roof Hatch

1.2 PERFORMANCE REQUIREMENTS

A. FMG Listing: Manufacture and install copings and roof edge flashings that are listed in FMG's "Approval Guide" and approved for Windstorm Classification, Class 1-90 Identify materials with FMG markings.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: Show layouts of manufactured roof specialties, including plans and elevations. Identify factory- vs. field-assembled work.

C. Samples: For each type of manufactured roof specialty indicated with factory-applied color finishes.

PART 2 - PRODUCTS

2.1 EXPOSED METALS

A. Copper Sheet: ASTM B 370, Temper H00 or H01, cold rolled, mill finished.

B. Aluminum Sheet: ASTM B 209 alloy and temper recommended by manufacturer for use and finish indicated, finished as follows:

1. Surface: Smooth, flat finish. 2. High-Performance Organic Finish: Three-coat, thermocured system with color coats containing not

less than 70 percent polyvinylidene fluoride resin by weight; complying with AAMA 2604. 3. Clear Anodic Finish: Class I, 0.018 mm or thicker coating, complying with AAMA 611.

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C. Aluminum Extrusions: ASTM B 221 alloy and temper recommended by manufacturer for type of use and finish indicated, finished as follows:

1. High-Performance Organic Finish: Three-coat, thermocured system with color coats containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with AAMA 2604.

2. Clear Anodic Finish: Class I, 0.018 mm thicker coating, complying with AAMA 611.

D. Stainless-Steel Sheet: ASTM A 240/A 240M, Type 304, No. 4 (fine reflective, polished directional satin) finish.

E. Pre-painted, Zinc-Coated Steel Sheet: ASTM A 653/A 653M, G90 coating designation, structural quality, and pre-painted by the coil-coating process to comply with ASTM A 755/A 755M.

1. Surface: Smooth, flat finish. 2. High-Performance Organic Finish: Three-coat, thermocured system with color coats containing not

less than 70 percent polyvinylidene fluoride resin by weight; complying with AAMA 2604, except as modified for below:

a. Humidity and Salt Spray Resistance: 2000 hours.

2.2 CONCEALED METALS

A. Aluminum Sheet: ASTM B 209 alloy and temper recommended by manufacturer for use and structural performance indicated, mill finished.

B. Aluminum Extrusions: ASTM B 221 alloy and temper recommended by manufacturer for type of use and structural performance indicated, mill finished.

C. Stainless-Steel Sheet: ASTM A 240/A 240M, Type 304.

D. Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 coating designation; structural quality.

2.3 MISCELLANEOUS MATERIALS

A. General: Provide materials and types of fasteners, protective coatings, separators, sealants, and other miscellaneous items required by manufacturer for a complete installation.

B. Fasteners: Manufacturer's recommended fasteners, suitable for application and designed to withstand design loads.

1. Exposed Penetrating Fasteners: Gasketed screws with hex washer heads matching color of sheet metal.

C. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight.

D. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant, polyisobutylene plasticized, heavy bodied for hooked-type expansion joints with limited movement.

E. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

MANUFACTURED ROOF SPECIALTIES 07710.3

2.4 COPINGS

A. Copings: Manufactured coping system consisting of formed-metal coping cap in section lengths not exceeding 12 feet , concealed anchorage, concealed splice plates with same finish as coping caps, mitered corner units, and end cap units. 1. Manufacturers or approved equal:

a. Architectural Products Co. b. ATAS International, Inc. c. Castle Metal Products. d. Cheney Flashing Company. e. Hickman, W. P. Company. f. Merchant & Evans, Inc. g. Metal-Era, Inc. h. Metal-Fab Manufacturing LLC. i. MM Systems Corporation. j. Perimeter Systems, a division of Southern Aluminum Finishing Co. k. Petersen Aluminum Corp.

2. Coping Caps: Face leg hooked to continuous cleat with back leg fastener exposed, fabricated from the following exposed metal:

a. Aluminum: 0.050 inch or 0.063 inch or 0.080 inch thick. b. Pre-painted, Zinc-Coated Steel: 0.034 inch thick.

3. Coping Cap Color Clear anodized aluminum unless otherwise indicated on drawings. 4. Corners: Continuously welded or mechanically clinched and sealed watertight. 5. Snap-on Coping Anchor Plates: Concealed, galvanized steel sheet, 12 inches wide, 0.028 inch

thick, with integral cleats. 6. Face Leg Cleats: Concealed, continuous galvanized steel sheet or aluminum or stainless steel.

2.5 ROOF EDGE FLASHINGS

A. Canted Roof Edge Fascia: Manufactured, two-piece, roof edge fascia consisting of snap-on or compression-clamped metal fascia cover in section lengths not exceeding 12 feet and a continuous formed galvanized steel sheet cant dam, 0.028 inch thick, minimum, with integral drip edge cleat. Provide matching mitered and welded corner units. 1. Manufacturers:

a. Architectural Products Co. b. Castle Metal Products. c. Cheney Flashing Company. d. Hickman, W. P. Company. e. Merchant & Evans, Inc. f. Metal-Era, Inc. g. Metal-Fab Manufacturing LLC. h. MM Systems Corporation. i. Perimeter Systems, a division of Southern Aluminum Finishing Co. j. Petersen Aluminum Corp.

2. Products:

3. Fascia Cover: Fabricated from the following exposed metal:

a. Formed or Extruded Aluminum: 0.050 inch or 0.063 inch or 0.080 inch thick. b. Pre-painted, Zinc-Coated Steel: 0.034 inch thick.

4. Fascia Cover Color: As selected by Architect from manufacturer's full range. 5. Splice Plates: Concealed of same material, finish, and shape as fascia cover.

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MANUFACTURED ROOF SPECIALTIES 07710.4

B. Roof Edge Fascia: Manufactured, two-piece, roof edge fascia consisting of snap-on metal fascia cover in section lengths not exceeding 12 feet and a continuous formed- or extruded-aluminum anchor bar with integral drip edge cleat to engage fascia cover. Provide matching mitered and welded corner units.

a. Hickman, W. P. Company. b. Metal-Era, Inc. c. MM Systems Corporation.

2. Products:

3. Fascia Cover: Fabricated from the following exposed metal:

a. Formed or Extruded Aluminum: 0.040 inch or [0.050 inch or 0.063 inch or 0.080 inch thick. b. Pre-painted, Zinc-Coated Steel: 0.034 inch thick.

4. Fascia Cover Color: As selected by Architect from manufacturer's full range. 5. Splice Plates: Concealed of same material, finish, and shape as fascia cover.

2.6 COUNTERFLASHINGS AND REGLETS

A. Manufacturers:

1. Castle Metal Products. 2. Cheney Flashing Company. 3. Fry Reglet Corporation. 4. Hickman, W. P. Company. 5. Keystone Flashing Company. 6. Merchant & Evans, Inc. 7. Metal-Era, Inc. 8. MM Systems Corporation.

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MANUFACTURED ROOF SPECIALTIES 07710.5

B. Counterflashings: Manufactured units in lengths not exceeding 12 feet designed to snap into reglets and compress against base flashings with joints lapped, from the following exposed metal in thickness indicated:

1. Copper: 16 oz./sq. ft. . 2. Aluminum: 0.032 inch thick. 3. Stainless Steel: 0.0250 inch thick. 4. Pre-painted, Zinc-Coated Steel: 0.034 inch thick.

C. Reglets: Manufactured units formed to provide secure interlocking of separate reglet and counterflashing pieces, and compatible with flashings indicated with factory-mitered and -welded corners and junctions, from the following exposed metal in thickness indicated:

1. Copper: 16 oz./sq. ft. 2. Aluminum: 0.050 inch. 3. Stainless Steel: 0.0187 inch thick. 4. Pre-painted, Zinc-Coated Steel: 0.028 inch thick.

2.7 ROOF HATCH – See drawings for specifics.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General: Install manufactured roof specialties according to manufacturer's written instructions. Anchor manufactured roof specialties securely in place and capable of resisting forces specified in performance requirements. Use fasteners, separators, sealants, and other miscellaneous items as required to complete manufactured roof specialty systems.

1. Install manufactured roof specialties with provisions for thermal and structural movement. 2. Torch cutting of manufactured roof specialties is not permitted.

B. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer.

C. Install manufactured roof specialties level, plumb, true to line and elevation, and without warping, jogs in alignment, excessive oil-canning, buckling, or tool marks.

D. Install manufactured roof specialties to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before manufacture.

E. Expansion Provisions: Provide for thermal expansion of exposed manufactured roof specialties. Space movement joints at a maximum of 12 feet with no unplanned joints within 18 inches of corners or intersections.

F. Fasteners: Use fasteners of type and size recommended by manufacturer but of sizes that will penetrate substrate not less than 1-1/4 inches for nails and not less than 3/4 inch for wood screws.

G. Seal joints with elastomeric sealant as required by manufacturer of roofing specialties.

3.2 COPING INSTALLATION

A. Install cleats, anchor plates, and other anchoring and attachment accessories and devices with concealed fasteners.

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MANUFACTURED ROOF SPECIALTIES 07710.6

B. Anchor copings to resist uplift and outward forces according to performance requirements.

1. Interlock face and back leg drip edges of snap-on coping cap into cleated anchor plates anchored to substrate at 30-inch centers.

2. Interlock face leg drip edge into continuous cleat anchored to substrate at 24-inch. Anchor back leg of coping with screw fasteners and elastomeric washers at 24-inch centers.

3.3 ROOF EDGE FLASHING INSTALLATION

A. Install cleats, cant dams, and other anchoring and attachment accessories and devices with concealed fasteners.

B. Anchor roof edgings to resist uplift and outward forces according to performance requirements.

3.4 COUNTERFLASHING AND REGLET INSTALLATION

A. Counterflashings: Coordinate installation of counterflashings with installation of base flashings. Insert counterflashings in reglets or receivers and fit tightly to base flashings. Extend counterflashings 4 inches over base flashings. Lap counterflashing joints a minimum of 4 inches and bed with elastomeric sealant.

B. Reglets: Installation of reglets is specified in Division 3 Section "Cast-in-Place Concrete, 4 Section "Unit Masonry Assemblies."

END OF SECTION

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JOINT SEALANTS 07920 . 1

SECTION 07920 - JOINT SEALANTS 1.1 GENERAL

A. Preconstruction Joint-Sealant-Substrate Tests: Submit substrate materials, representative of actual joint

surfaces, to joint sealant manufacturer for laboratory testing of joint sealants for adhesion to primed and unprimed substrates and for compatibility with joint substrates and other joint-related materials.

B. Submittals: In addition to Product Data, submit the following:

1. Samples of each type and color of joint sealant required. 2. Test reports for joint sealants evidencing compliance with requirements.

1.2 PRODUCTS

A. Elastomeric Sealant Manufacturers: Subject to compliance with requirements, provide sealants by one of

the following: Sealants for contact with food: Comply with 21CFR177.2600 1. Polysulfide Sealants:

a. W.R. Meadows, Inc. b. Morton International, Inc. c. Pecora Corporation. d. Polymeric Systems, Inc. e. Sonneborn Building Products Div., ChemRex Inc.

2. Silicone Sealants:

a. Bostik Inc. b. Dow Corning. c. GE Silicones. d. NUCO Industries, Inc. e. Ohio Sealants, Inc. f. Pecora Corporation. g. Polymeric Systems, Inc. h. Sonneborn Building Products Div., ChemRex Inc. i. Tremco.

3. Urethane Sealants:

a. Bostik Inc. b. Mameco International. c. W.R. Meadows, Inc. d. Pacific Polymers, Inc. e. Pecora Corporation. f. Polymeric Systems, Inc. g. Sika Corporation. h. Sonneborn Building Products Div., ChemRex Inc. i. Tremco.

B. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one

another and with joint substrates under conditions of service and application, as demonstrated by testing and field experience.

C. Colors: Provide colors indicated for exposed joint sealants or, if not indicated, as selected by Architect

from manufacturer's full range for this characteristic.

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JOINT SEALANTS 07920 . 2

D. Elastomeric Sealant Standard: Comply with ASTM C 920 and other requirements indicated for each liquid-

applied chemically curing sealant of base polymer specified below: 1. Multi-component Nonsag Polysulfide Sealant: Type M, Grade NS, Class 25, and as follows:

a. Uses T, M, G, A, and O. b. Uses NT, M, G, A, and O. c. Uses T, NT, M, G, A, and O.

2. Multi-component Pourable Polysulfide Sealant: Type M, Grade P, Class 25, and as follows:

a. Uses T, M, G, A, and O. b. Uses NT, M, G, A, and O. c. Uses T, NT, M, G, A, and O.

3. Single-Component Nonsag Polysulfide Sealant: Type S; Grade NS; Class 25; Uses NT, M, G, A,

and O. 4. Low-Modulus Neutral-Curing Silicone Sealant: Type S, Grade NS, Class 25, and as follows:

a. Uses NT, M, G, A, and O. b. Uses NT, G, A, and O. c. Uses NT, G, and A. d. Additional capability, when tested per ASTM C 719, to withstand the following percentage

changes in joint width and still comply with other requirements of ASTM C 920: 1) 50 percent movement in both extension and compression for a total of 100 percent

movement. 2) 100 percent movement in extension and 50 percent movement in compression for a

total of 150 percent movement. 5. Medium-Modulus Neutral-Curing Silicone Sealant: Type S; Grade NS; Class 25; with the additional

capability, when tested per ASTM C 719, to withstand 50 percent movement in both extension and compression for a total of 100 percent movement and still comply with other requirements of ASTM C 920; and as follows: a. Uses NT, G, A, and O. b. Uses NT, M, G, A, and O.

6. High-Modulus Neutral-Curing Silicone Sealant: Type S; Grade NS; Class 25; and as follows:

a. Uses NT, G, A, and O. b. Uses NT, M, G, A, and O.

7. Mildew-Resistant Silicone Sealant: Type S; Grade NS; Class 25; Uses NT, G, A, and O;

formulated with fungicide; intended for sealing interior joints with nonporous substrates exposed to high humidity and temperature extremes.

8. Pourable Silicone Sealant: Type M or S, and Grade P; Class 25; Uses T, NT, M, G, A, and O; with the additional capability, when tested per ASTM C 719, to withstand 100 percent movement in extension and 25 percent movement in compression for a total of 125 percent movement and still comply with other requirements of ASTM C 920.

9. Multi-component Nonsag Urethane Sealant: Type M, Grade NS, Class 25, and as follows: a. Uses NT, M, G, A, and O. b. Uses NT, M, A, and O. c. Uses T, NT, M, G, A, and O.

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JOINT SEALANTS 07920 . 3

d. Uses T, NT, M, A, and O. e. Uses T, M, A, and O.

10. Multi-component Pourable Urethane Sealant: Type M, Grade P, Class 25, and as follows:

a. Uses T, M, G, A, and O. b. Uses T, M, A, and O.

11. Single-Component Nonsag Urethane Sealant: Type S; Grade NS; and as follows:

a. Class 12-1/2. b. Class 25. c. Uses NT, M, G, A, and O. d. Uses NT, M, A, and O.

12. Single-Component Pourable Urethane Sealant: Type S, Grade P, Class 25, and as follows:

a. Uses T, M, G, A, and O. b. Uses T, M, A, and O.

E. Acrylic-Based Solvent-Release Sealant: ASTM C 1311. F. Acrylic-Based Solvent-Release Sealant: FS TT-S-00230. G. Butyl-Rubber-Based Solvent-Release Joint Sealant: ASTM C 1085. H. Latex Sealant: ASTM C 834. I. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining latex sealant

complying with ASTM C 834. J. Acoustical Sealant for Concealed Joints: Nondrying, nonhardening, nonskinning, nonstaining, gunnable,

synthetic-rubber sealant recommended for sealing interior concealed joints to reduce airborne sound transmission.

K. Preformed Silicone-Sealant System: Manufacturer's standard system consisting of precured low-modulus

silicone extrusion, in sizes to fit joint widths indicated, combined with a neutral-curing silicone sealant for bonding extrusions to substrates.

L. Preformed Foam Sealant: Manufacturer's standard preformed, pre-compressed, impregnated, open-cell

foam sealant manufactured from high-density urethane foam impregnated with a nondrying, water-repellent agent; in pre-compressed sizes and in roll or stick form to fit joint widths indicated, and as follows: 1. Impregnating Agent: Manufacturer's standard. 2 Density: Manufacturer's standard. 3. Backing: Pressure-sensitive adhesive, factory applied to one side with protective wrapping.

M. Sealant Backings, General: Nonstaining; compatible with joint substrates, sealants, primers, and other

joint fillers; approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

N. Cylindrical Sealant Backings: ASTM C 1330, of type indicated below and of size and density to control

sealant depth and otherwise contribute to producing optimum sealant performance: 1. Type C: Closed-cell material with a surface skin. 2. Type O: Open-cell material. 3. Type B: Bicellular material with a surface skin. 4. Type: Any material indicated above.

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JOINT SEALANTS 07920 . 4

O. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 deg F.

P. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for

preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Q. Primer: As recommended by joint sealant manufacturer where required for adhesion of sealant to joint

substrates indicated. 1.3 EXECUTION

A. General: Comply with joint sealant manufacturer's instructions for products and applications indicated. B. Sealant Installation Standard: Comply with ASTM C 1193. C. Acoustical Sealant Application Standard: Comply with ASTM C 919 for use of joint sealants in acoustical

applications.

END OF SECTION

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STEEL DOORS AND FRAMES 08110.1

SECTION 08110 - STEEL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Standard hollow metal doors and frames.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.

C. Samples for Initial Selection: For units with factory-applied color finishes.

D. Samples for Verification: For each type of exposed finish required.

E. Schedule: Prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings.

1.3 QUALITY ASSURANCE

A. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at as close to neutral pressure as possible according to NFPA 252

1. Temperature-Rise Limit: At vertical exit enclosures and exit passageways, provide doors that have a maximum transmitted temperature end point of not more than 450 deg F above ambient after 30 minutes of standard fire-test exposure.

B. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies complying with NFPA 80 that are listed and labeled, by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9 Label each individual glazed lite.

C. Smoke-Control Door Assemblies: Comply with NFPA 105 or UL 1784.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. Amweld Building Products, LLC. 2. Benchmark; a division of Therma-Tru Corporation. 3. Ceco Door Products; an Assa Abloy Group company. 4. Curries Company; an Assa Abloy Group company.

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STEEL DOORS AND FRAMES 08110.2

5. Deansteel Manufacturing Company, Inc. 6. Firedoor Corporation. 7. Fleming Door Products Ltd.; an Assa Abloy Group company. 8. Habersham Metal Products Company. 9. Kewanee Corporation (The). 10. Mesker Door Inc. 11. Pioneer Industries, Inc. 12. Security Metal Products Corp. 13. Steelcraft; an Ingersoll-Rand company. 14. Windsor Republic Doors.

2.2 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, CS, Type B; suitable for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, CS, Type B.

C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum G60 (Z180) or A60 (ZF180) metallic coating.

D. Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), coating designation; mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B.

E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.

F. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to ASTM C 143/C 143M.

G. Mineral-Fiber Insulation: ASTM C 665, Type I.

H. Glazing: Division 8 Section "Glazing."

I. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat.

2.3 STANDARD HOLLOW METAL DOORS

A. General: Comply with ANSI/SDI A250.8.

1. Design: Flush panel 2. Core Construction: Manufacturer's standard kraft-paper honeycomb, polystyrene, polyurethane,

polyisocyanurate, mineral-board, or vertical steel-stiffener core.

a. Fire Door Core: As required to provide fire-protection and temperature-rise ratings indicated.

b. Thermal-Rated (Insulated) Doors: R-value of not less than 6.0 deg F x h x sq. ft./Btu when tested according to ASTM C 1363.

3. Vertical Edges for Single-Acting Doors: Beveled edge, 1/8 inch in 2 inches. 4. Top and Bottom Edges: Closed with flush or inverted 0.042-inch thick, end closures or channels of

same material as face sheets. 5. Tolerances: SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames."

B. Exterior Doors: Face sheets fabricated from metallic-coated steel sheet. Comply with ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical performance level:

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STEEL DOORS AND FRAMES 08110.3

1. Level 1 and Physical Performance Level C (Standard Duty), Model 1 (Full Flush).

a. Width: 1-3/4 inches.

C. Interior Doors: Face sheets fabricated from cold-rolled steel sheet. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical performance level:

1. Level 1 and Physical Performance Level C (Standard Duty), Model 1 (Full Flush).

a. Width: 1-3/4 inches.

D. Hardware Reinforcement: ANSI/SDI A250.6.

2.4 STANDARD HOLLOW METAL FRAMES

A. General: Comply with ANSI/SDI A250.8.

B. Exterior Frames: Fabricated from metallic-coated steel sheet.

1. Fabricate frames with mitered or coped corners. 2. Fabricate frames as full profile welded unless otherwise indicated. 3. Frames for Level 1 Steel Doors: 0.042-inch thick steel sheet.

C. Interior Frames: Fabricated from cold-rolled steel sheet.

1. Fabricate frames with mitered or coped corners. 2. Frames for Wood Doors: 0.042-inch thick steel sheet. 3. Frames for Borrowed Lights: 0.042-inch thick steel sheet.

D. Hardware Reinforcement: ANSI/SDI A250.6.

2.5 FRAME ANCHORS

A. Jamb Anchors:

1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 0.042 inch thick, with corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick.

2. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick.

3. Post-installed Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location.

B. Floor Anchors: Formed from same material as frames, not less than 0.042 inch thick, and as follows:

1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners. 2. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips, allowing not less

than 2-inch height adjustment. Terminate bottom of frames at finish floor surface.

2.6 HOLLOW METAL PANELS

A. Provide hollow metal panels of same materials, construction, and finish as specified for adjoining hollow metal work.

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STEEL DOORS AND FRAMES 08110.4

2.7 STOPS AND MOLDINGS

A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch thick, same material as door face sheet.

B. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch high unless otherwise indicated.

C. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch thick, same material as frames.

D. Terminated Stops: Where indicated, terminate stops 6 inches above finish floor with a 45-degree angle cut, and close open end of stop with steel sheet closure. Cover opening in extension of frame with welded-steel filler plate, with welds ground smooth and flush with frame.

2.8 ACCESSORIES

A. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors.

B. Ceiling Struts: Minimum 1/4-inch-thick by 1-inch wide steel.

C. Grout Guards: Formed from same material as frames, not less than 0.016 inches thick.

2.9 FABRICATION

A. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117.

B. Hollow Metal Doors:

1. Exterior Doors: Provide weep-hole openings in bottom of exterior doors. Seal joints in top edges of doors against water penetration.

2. Glazed Lites: Factory cut openings in doors. 3. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by NFPA 80

for fire-performance rating or where indicated.

C. Hollow Metal Frames: Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.

1. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible.

2. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding.

3. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

4. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted. 5. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per

anchor. 6. Jamb Anchors: Provide number and spacing of anchors as follows:

a. Masonry Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows:

1) Two anchors per jamb up to 60 inches high. 2) Three anchors per jamb from 60 to 90 inches high. 3) Four anchors per jamb from 90 to 120 inches high. 4) Four anchors per jamb plus 1 additional anchor per jamb for each 24 inches or

fraction thereof above 120 inches high.

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STEEL DOORS AND FRAMES 08110.5

b. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows:

1) Three anchors per jamb up to 60 inches high. 2) Four anchors per jamb from 60 to 90 inches high. 3) Five anchors per jamb from 90 to 96 inches high. 4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches or

fraction thereof above 96 inches high. 5) Two anchors per head for frames more than 42 inches wide and mounted in metal-

stud partitions.

c. Compression Type: Not less than two anchors in each jamb. d. Post-installed Expansion Type: Locate anchors not more than 6 inches from top and

bottom of frame. Space anchors not more than 26 inches o.c.

7. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers.

a. Single-Door Frames: Three door silencers. b. Double-Door Frames: Two door silencers.

D. Hardware Preparation: Factory prepare hollow metal work to receive templated mortised hardware according to the Door Hardware Schedule and templates furnished as specified in Division 8 Section "Door Hardware."

1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8. 2. Reinforce doors and frames to receive non-templated, mortised and surface-mounted door

hardware. 3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series specifications

for preparation of hollow metal work for hardware. 4. Coordinate locations of conduit and wiring boxes for electrical connections with Division 16

electrical Sections.

E. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints.

1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow metal work. 2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is

capable of being removed independently. 3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and

frames. 4. Provide loose stops and moldings on inside of hollow metal work. 5. Coordinate rabbet width between fixed and removable stops with type of glazing and type of

installation indicated.

2.10 STEEL FINISHES

A. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pre-treating.

1. Shop Primer: ANSI/SDI A250.10.

B. Factory-Applied Paint Finish: ANSI/SDI A250.3.

1. Color and Gloss: N/A

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STEEL DOORS AND FRAMES 08110.6

PART 3 - EXECUTION

3.1 INSTALLATION

A. Hollow Metal Frames: Comply with ANSI/SDI A250.11.

1. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.

a. At fire-protection-rated openings, install frames according to NFPA 80. b. Where frames are fabricated in sections because of shipping or handling limitations, field

splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.

c. Install frames with removable glazing stops located on secure side of opening. d. Install door silencers in frames before grouting. e. Remove temporary braces necessary for installation only after frames have been properly

set and secured. f. Check plumbness, squareness, and twist of frames as walls are constructed. Shim as

necessary to comply with installation tolerances. g. Field apply bituminous coating to backs of frames that are filled with grout containing anti-

freezing agents.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with post-installed expansion anchors.

a. Floor anchors may be set with powder-actuated fasteners instead of post-installed expansion anchors if so indicated and approved on Shop Drawings.

3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation behind frames. 4. In-Place Concrete or Masonry Construction: Secure frames in place with post-installed expansion

anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 5. In-Place Gypsum Board Partitions: Secure frames in place with post-installed expansion anchors

through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces.

6. Ceiling Struts: Extend struts vertically from top of frame at each jamb to overhead structural supports or substrates above frame unless frame is anchored to masonry or to other structural support at each jamb. Bend top of struts to provide flush contact for securing to supporting construction. Provide adjustable wedged or bolted anchorage to frame jamb members.

7. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment, twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch measured at jambs at floor.

B. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified below. Shim as necessary.

1. Non-Fire-Rated Standard Steel Doors:

a. Jambs and Head: 1/8 inch plus or minus 1/16 inch b. Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4 inch

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STEEL DOORS AND FRAMES 08110.7

2. Fire-Rated Doors: Install doors with clearances according to NFPA 80. 3. Smoke-Control Doors: Install doors according to NFPA 105.

C. Glazing: Comply with installation requirements in Division 8 Section "Glazing" and with hollow metal manufacturer's written instructions.

1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches o.c. and not more than 2 inches o.c. from each corner.

3.2 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow metal work that is warped, bowed, or otherwise unacceptable.

B. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

C. Metallic-Coated Surfaces: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CUSTOM STEEL DOORS AND FRAMES 08114.1

SECTION 08114 - CUSTOM STEEL DOORS AND FRAMES 1.1 GENERAL

A. Submit Product Data and Shop Drawings for each type of door and frame specified. B. Submit a schedule of doors and frames using same reference numbers for details and openings as those

on Drawings. C. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a testing

and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252.

1.2 PRODUCTS

A. Manufacturers: Subject to compliance with requirements, provide doors and frames by one of the

following: 1. Amweld Building Products, Inc. 2. Ceco Door Products. 3. Steelcraft; a division of Ingersoll-Rand.

B. Hot-Rolled Steel Sheets: ASTM A 569/A 569M, CS (commercial steel), Type B; free of scale, pitting, or

surface defects; pickled and oiled. C. Cold-Rolled Steel Sheets: ASTM A 366/A 366M, CS (commercial steel), Type B. D. Frames: Fabricate frames of full-welded unit construction, with corners mitered, reinforced, and

continuously welded full depth and width of frame. Knockdown frames are not acceptable. 1. Interior Frames: For openings up to and including 48 inches wide, form from 0.053-inch cold- or

hot-rolled steel sheet. For openings more than 48 inches wide, form from 0.067-inch cold- or hot-rolled steel sheet.

2. Hardware Reinforcement: Fabricate from same material as frame for the following hardware: a. Hinges and Pivots: 0.167 inch thick by 1-1/2 inches wide by 6 inches longer than hinge,

secured by not less than 6 spot welds. b. Strikes, Flush Bolts, and Closers: 0.093 inch c. Surface-Mounted Hold-Open Arms and Panic Devices: 0.093 inch

3. Head Reinforcement: Where installed in masonry, leave vertical mullions in frames open at top for

grouting. 4. Supports and Anchors: After fabricating, galvanize units to be built into exterior walls according to

ASTM A 153/A 153M, Class B. 5. Jamb Anchors: Weld jamb anchors to frames near hinges and directly opposite on strike jamb as

required to secure frames to adjacent construction. a. Metal-Stud Partitions: Insert type with notched clip to engage metal stud, welded to back of

frames, formed of same material as frame, not less than 0.042 inch thick. Provide at least the number of anchors for each jamb according to the following heights: 1) Three anchors per jamb up to 60 inches in height. 2) Four anchors per jamb from 60 to 90 inches in height. 3) Five anchors per jamb from 90 to 96 inches in height. 4) One additional anchor per jamb for each 24 inches or fraction thereof more than 96

inches in height.

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CUSTOM STEEL DOORS AND FRAMES 08114.2

6. Floor Anchors: Provide clip-type floor anchors for each jamb and mullion that extends to floor, formed of same material as frame, 0.067 inch thick.

7. Head Anchors: Provide 2 head anchors for frames more than 42 inches wide and mounted in steel-

stud walls. 8. Head Strut Supports: Provide 3/8-by-2-inch vertical steel struts extending from top of frame at each

jamb to supporting construction above, unless frame is anchored to masonry or to other structural support at each jamb. Bend top of struts to provide flush contact for securing to supporting construction above. Provide adjustable wedged or bolted anchorage to frame jamb members.

9. Structural Reinforcing Members: Provide as part of frame assembly, where indicated at mullions, transoms, or other locations to be built into frame.

10. Head Reinforcement: For frames more than 48 inches wide in masonry wall openings, provide continuous steel channel or angle stiffener, 0.093 inch thick for full width of opening, welded to back of frame at head.

E. Stops and Molding: Form fixed stops and moldings integral with frame, unless otherwise indicated.

Provide removable stops and moldings where indicated or required, formed of 0.032-inch- thick steel sheets matching steel frames. Secure with countersunk flat or oval head machine screws spaced uniformly not more than 12 inches (300 mm) o.c. Form corners with butted hairline joints. Coordinate rabbet width between fixed and removable stops with type of glass or panel and type of installation indicated.

F. Fabricate doors and frames rigid, neat in appearance, and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles. Weld exposed joints continuously; grind, fill, dress, and make smooth, flush, and invisible. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. Fabricate doors to comply with acceptance criteria of ANSI A250.4 for a Level A door. 1. Weld steel stiffeners or laminate nonmetallic core material with waterproof adhesive to both door

face sheets. 2. Exposed Fasteners: Provide countersunk flat or oval heads for exposed screws and bolts, unless

otherwise indicated. 3. Hardware Preparation: Prepare doors and frames to receive hardware, including cutouts,

reinforcement, mortising, drilling, and tapping, according to final hardware schedule and templates provided by hardware supplier. Comply with applicable requirements of ANSI A115 Series specifications for door and frame preparation for hardware. Reinforce doors and frames to receive surface-applied hardware. Drilling and tapping for surface-applied hardware may be done at Project site. a. Locate hardware as indicated or, if not indicated, according to HMMA 831.

G. Finishes: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for

recommendations for cleaning, treating, priming, and when specified, finishing. Finish products specified in this Section after fabrication. 1. Surface Preparation of Metallic-Coated Steel: Clean surfaces with non-petroleum solvent so

surfaces are free of oil and other contaminants. After cleaning, apply a conversion coating suited to the organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas, and coat with high-zinc-dust-content galvanizing repair paint for re-galvanizing welds in steel, complying with SSPC-Paint 20. Apply according to ASTM A 780.

2. Factory Priming of Metallic-Coated Steel for Field-Painted Finish: Apply manufacturer's standard, fast-curing, lead- and chromate-free, shop primer to a uniform dry film thickness of not less than 0.7 mils immediately after surface preparation and pretreatment.

3. Surface Preparation of Steel Sheet: Clean surfaces to comply with SSPC-SP 1, "Solvent Cleaning"; remove dirt, oil, grease, or other contaminants that could impair paint bond. Remove mill scale and rust, if present, from uncoated steel, complying with SSPC-SP 3, "Power Tool Cleaning," or SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."

4. Factory Priming of Steel Sheet for Field-Painted Finish: Apply manufacturer's standard, fast-curing, corrosion-inhibiting, lead- and chromate-free, universal primer to a uniform dry film thickness of not less than 0.7 mils immediately after surface preparation and pretreatment.

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CUSTOM STEEL DOORS AND FRAMES 08114.3

1.3 EXECUTION

A. Install doors and frames according to DHI A115.IG and manufacturer's written instructions.

1. Frames: Install steel frames for doors and other openings, of size and profile indicated.

a. Set masonry anchorage devices where required for securing frames to in-place concrete or

masonry construction. b. Placing Frames: Set frames accurately in position; plumb; align, and brace securely until

permanent anchors are set. Field splice only at approved locations. Weld, grind, and finish as required to conceal evidence of splicing on exposed faces. After wall construction is complete, remove temporary braces and spreaders, leaving surfaces undamaged. 1) At existing concrete or masonry construction, set frames and secure in place with

machine screws and masonry anchorage devices. 2) At fire-rated openings, install frames according to NFPA 80.

2. Doors: Fit non-fire-rated doors accurately in their respective frames, with the following clearances:

a. Jambs and Head: 3/32 inch b. Meeting Edges, Pairs of Doors: 1/8 inch c. Bottom: 3/8 inch if no threshold or carpet. d. Bottom: 1/8 inch at threshold or carpet.

3. Fire-Rated Doors: Install with clearances as specified in NFPA 80. 4. Smoke Control Doors: Install according to NFPA 105.

B. Final Adjustments: Check and readjust operating hardware items just before final inspection. Leave work

in complete and proper operating condition. Remove and replace defective work, including doors or frames that are warped, bowed, or otherwise unacceptable.

C. Prime-Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas of prime coat

and apply touchup of compatible air-drying primer.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

FLUSH WOOD DOORS 08211.1

SECTION 08211 - FLUSH WOOD DOORS 1.1 GENERAL

A. Submittals: In addition to Product Data, submit the following:

1. Shop Drawings: Indicate location, size, and hand of each door; fire ratings; construction details;

location and extent of hardware blocking, mortises, holes, and cutouts; requirements for veneer matching and factory finishing; and other pertinent data.

2. Samples of actual materials in small sections for each face material and finish. B. NWWDA Quality Standard: NWWDA I.S.1-A, "Architectural Wood Flush Doors." C. AWI Quality Standard: AWI's "Architectural Woodwork Quality Standards" for grade of door, core,

construction, finish, and other requirements. D. WIC Quality Standard: WIC's "Manual of Millwork" for grade of door, core, construction, finish, and other

requirements. E. Fire-Rated Wood Doors: Doors that are listed and labeled by a testing and inspecting agency acceptable

to authorities having jurisdiction. 1.2 PRODUCTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Weyerhaeuser Co.

B. Doors for Transparent Finish: As follows:

1. Grade: Premium (Grade A faces). 2. Faces: Match Building Standard. As noted on documents 3. Match between Veneer Leaves: Slip match.

C. Interior Solid-Core Veneer-Faced Doors: As follows:

1. Core: Particleboard core. As noted on documents

D. Fire-Rated Doors: As follows:

1. Construction: Construction and core specified above for type of face indicated or manufacturer's

standard mineral-core construction as required to provide fire rating indicated. 2. Edge Construction: Manufacturer's standard laminated-edge construction with improved screw-

holding capability and split resistance. E. Blocking: Provide blocking for particleboard-core, mineral-core, and hollow-core doors as necessary to

eliminate need for through-bolting hardware. For mineral-core doors, provide composite blocking with improved screw-holding capability.

F. Fabricate flush wood doors in sizes indicated for Project site fitting. G. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of referenced

quality standard for fitting. Comply with requirements of NFPA 80 for fire-rated doors. H. Factory machine doors for hardware that is not surface applied.

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FLUSH WOOD DOORS 08211.2

1. Metal Astragals: Pre-machine astragals and formed-steel edges for hardware for pairs of fire-rated doors.

I. Flash top of out swinging doors (with manufacturer's standard metal flashing). J. Shop seal faces and edges of doors for transparent finish with stain (if required), other required

pretreatments, and first coat of finish as specified in Division 9 Section "Painting." K. Factory Finishing: Finish wood doors at factory that are indicated to receive transparent finish.

1. Grade: Premium. 2. Finish: AWI System TR-6 catalyzed polyurethane. 3. Staining: Match existing Building Standard. 4. Effect: Semi-filled finish. 5. Sheen: Semi gloss.

1.3 EXECUTION

A. Install wood doors to comply with manufacturer's written instructions, referenced quality standard, and as

indicated. 1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80.

B. Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and

rails in excess of limits set by manufacturer or permitted with fire-rated doors. Machine doors for hardware. Seal cut surfaces after fitting and machining.

C. Factory-Fitted Doors: Align in frames for uniform clearance at each edge. D. Factory-Finished Doors: Restore finish before installation, if fitting or machining is required at Project site.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08411.1

SECTION 08411 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Exterior and interior aluminum-framed storefronts.

a. Glazing is retained mechanically with gaskets on four sides.

2. Exterior and interior manual-swing aluminum doors. 3. Exterior and interior aluminum door frames.

1.2 PERFORMANCE REQUIREMENTS

A. General: Provide aluminum-framed systems, including anchorage, capable of withstanding, without failure, the effects of the following:

1. Structural loads. 2. Thermal movements. 3. Movements of supporting structure indicated on Drawings including, but not limited to, story drift

and deflection from uniformly distributed and concentrated live loads. 4. Dimensional tolerances of building frame and other adjacent construction. 5. Failure includes the following:

a. Deflection exceeding specified limits. b. Thermal stresses transferred to building structure. c. Framing members transferring stresses, including those caused by thermal and structural

movements, to glazing. d. Glazing-to-glazing contact. e. Noise or vibration created by wind and thermal and structural movements. f. Loosening or weakening of fasteners, attachments, and other components. g. Sealant failure. h. Failure of operating units to function properly.

B. Structural-Sealant Joints: Designed to produce tensile or shear stress in structural-sealant joints of less than 20 psi.

C. Structural Loads:

1. Wind Loads: 30 PSF Exposure C 2. Seismic Loads: As described on structural drawings

D. Deflection of Framing Members Normal to Wall Plane: Limited to 1/175 of clear span for spans up to 13 feet 6 inches and to 1/240 of clear span plus 1/4 inch for spans greater than 13 feet 6 inches or an amount that restricts edge deflection of individual glazing lites to 3/4 inch whichever is less.

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ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08411.2

E. Structural-Test Performance: Systems tested according to ASTM E 330 as follows:

1. When tested at positive and negative wind-load design pressures, systems do not evidence deflection exceeding specified limits.

2. When tested at 150 percent of positive and negative wind-load design pressures, systems, including anchorage, do not evidence material failures, structural distress, and permanent deformation of main framing members exceeding 0.2 percent of span.

3. Test Durations: As required by design wind velocity but not less than 10 seconds.

F. Windborne-Debris-Impact-Resistance-Test Performance:

G. Temperature Change (Range): Systems accommodate 120 deg F ambient; 180 deg F material surfaces.

H. Air Infiltration: Maximum air leakage through fixed glazing and framing areas of systems of 0.06 cfm/sq. ft. of fixed wall area when tested according to ASTM E 283 at a minimum static-air-pressure difference of 6.24 lbf/sq. ft.

I. Water Penetration Under Static Pressure: Systems do not evidence water penetration through fixed glazing and framing areas when tested according to ASTM E 331 at a minimum static-air-pressure difference of 20 percent of positive wind-load design pressure, but not less than 6.24 lbf/sq. ft.

J. Condensation Resistance: Fixed glazing and framing areas of systems have condensation-resistance factor (CRF) of not less than 53 when tested according to AAMA 1503.

K. Average Thermal Conductance: Fixed glazing and framing areas of systems have average U-factor of not more than 0.63 Btu/sq. ft. x h x deg F when tested according to AAMA 1503.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.

1. Include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

2. For entrances, include hardware schedule and indicate operating hardware types, functions, quantities, and locations.

C. Samples: For each exposed finish.

D. Preconstruction Sealant Test Reports: For structural-sealant-glazed systems.

E. Product test reports.

F. Field quality-control test and inspection reports.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Acceptable to manufacturer and capable of preparation of data for aluminum-framed systems including Shop Drawings based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project.

B. Testing Agency Qualifications: An independent agency qualified according to ASTM E 699 for testing indicated.

C. Preconstruction Sealant Testing: For structural-sealant-glazed systems, perform sealant manufacturer's standard tests for compatibility and adhesion of sealants with each material that will come in contact with sealants and each condition required by aluminum-framed systems.

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ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08411.3

1. Determine corrective measures required to prepare each material to ensure compatibility with and adhesion of sealants, including, but not limited to, specially formulated primers.

D. Structural-Sealant Glazing: Comply with recommendations in ASTM C 1401, "Guide for Structural Sealant Glazing."

1.5 WARRANTY

A. Special Assembly Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of aluminum-framed systems that do not comply with requirements or that deteriorate as defined in this Section within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures including, but not limited to, excessive deflection. b. Noise or vibration caused by thermal movements. c. Deterioration of metals, metal finishes, and other materials beyond normal weathering. d. Adhesive or cohesive sealant failures. e. Water leakage through fixed glazing and framing areas. f. Failure of operating components to function properly.

2. Warranty Period: Five years from date of Substantial Completion.

B. Special Finish Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes fail within specified warranty period. Warranty does not include normal weathering.

1. Warranty Period: 20 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

C. Basis-of-Design Product: The design for aluminum-framed systems is based on EFCO Subject to compliance with requirements, provide the named product or a comparable product by one of the following:

1. Arch Aluminum & Glass Co., Inc. 2. CMI Architectural Products, Inc. 3. Commercial Architectural Products, Inc. 4. EFCO Corporation. 5. Kawneer. 6. Pittco Architectural Metals, Inc. 7. Tubelite Inc. 8. United States Aluminum. 9. Vistawall Architectural Products. 10. YKK AP America Inc.

2.2 MATERIALS

A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated.

1. Sheet and Plate: ASTM B 209

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ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08411.4

2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221 3. Extruded Structural Pipe and Tubes: ASTM B 429. 4. Structural Profiles: ASTM B 308/B 308M.

B. Steel Reinforcement: With manufacturer's standard corrosion-resistant primer.

1. Structural Shapes, Plates, and Bars: ASTM A 36/A 36M. 2. Cold-Rolled Sheet and Strip: ASTM A 1008/A 1008M. 3. Hot-Rolled Sheet and Strip: ASTM A 1011/A 1011M.

2.3 FRAMING SYSTEMS

A. Framing Members: Manufacturer's standard extruded-aluminum framing members of thickness required and reinforced as required to support imposed loads.

1. Construction: Framing members are composite assemblies of two separate extruded-aluminum components permanently bonded by an Elastomeric material of low thermal conductance

B. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with non-staining, nonferrous shims for aligning system components.

C. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, non-staining, non-bleeding fasteners and accessories compatible with adjacent materials.

1. Where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration, use self-locking devices.

2. Reinforce members as required to receive fastener threads. 3. Use exposed fasteners with countersunk Phillips screw heads finished to match framing system.

D. Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts complying with ASTM A 123/A 123M or ASTM A 153/A 153M requirements.

E. Flashing: Manufacturer's standard corrosion-resistant, non-staining, non-bleeding flashing compatible with adjacent materials. Form exposed flashing from sheet aluminum finished to match framing and of sufficient thickness to maintain a flat appearance without visible deflection.

F. Framing System Gaskets and Sealants: Manufacturer's standard recommended by manufacturer for joint type.

2.4 GLAZING SYSTEMS

A. Glazing: As specified in Division 8 Section "Glazing."

B. Glazing Gaskets: Manufacturer's standard compression types, replaceable, molded or extruded, that maintain uniform pressure and watertight seal.

C. Spacers and Setting Blocks: Manufacturer's standard Elastomeric types.

D. Bond-Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion.

E. Glazing Sealants: For structural-sealant-glazed systems, as recommended by manufacturer for joint type and as follows:

1. Structural Sealant: ASTM C 1184, neutral-curing silicone formulation compatible with system components with which it comes in contact.

a. Color: As selected by Architect from manufacturer's full range of colors.

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ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08411.5

2. Weather seal Sealant: ASTM C 920 for Type S, Grade NS, Class 25, Uses NT, G, A, and O; neutral-curing silicone formulation compatible with structural sealant and other system components with which it comes in contact.

a. Color: Matching structural sealant.

2.5 DOORS

A. Doors: Manufacturer's standard glazed doors, for manual swing operation.

1. Door Construction: 1-3/4-inch overall thickness, with minimum 0.125-inch or 2-inch overall thickness, with minimum 0.188-inch thick, extruded-aluminum tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are deep penetration and fillet welded or that incorporate concealed tie rods.

a. Thermal Construction: High-performance plastic connectors separate aluminum members exposed to the exterior from members exposed to the interior.

2. Door Design: As Medium stile; 5-inch minimum width

a. Accessible Doors: Smooth surfaced for width of door in area within 10 inches above floor or ground plane.

3. Glazing Stops and Gaskets: Beveled snap-on, extruded-aluminum stops and preformed gaskets.

a. Provide non-removable glazing stops on outside of door.

B. Door Hardware: As specified in Division 8 Section "Door Hardware."

2.6 DOOR HARDWARE

A. General: Provide heavy-duty units in sizes and types recommended by entrance system and hardware manufacturers for entrances and uses indicated.

B. Scheduled Door Hardware: Provide door hardware according to the Door Hardware Schedule at the end of Part 3 or as shown on drawings.

1. Named Manufacturer's Products: Product designation and hardware manufacturer are listed in the Door Hardware Schedule at the end of Part 3 or as shown on drawings to establish minimum requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware.

a. Provide named hardware manufacturer's products. b. Named products are basis-of-design products. Provide named hardware manufacturer's

products or comparable products that are equivalent in function and quality and that are recommended and supplied by entrance system manufacturer.

C. Cylinders: As specified in Division 8 Section "Door Hardware."

D. Cylinder Keying: Master key system. Permanently inscribe each key with a visual key control number and include notation "DO NOT DUPLICATE" Strikes: Provide strike with black-plastic dust box for each latch or lock bolt; fabricated for aluminum framing.

E. Weather Stripping: Manufacturer's standard replaceable components.

1. Compression Type: Made of ASTM D 2000, molded neoprene, or ASTM D 2287, molded PVC. 2. Sliding Type: AAMA 701 made of wool, polypropylene, or nylon woven pile with nylon-fabric or

aluminum-strip backing.

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ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08411.6

F. Weather Sweeps: Manufacturer's standard exterior-door bottom sweep with concealed fasteners on mounting strip.

G. Silencers: BHMA A156.16, Grade 1.

2.7 ACCESSORY MATERIALS

A. Insulating Materials: As specified in Division 7 Section "Building Insulation."

B. Joint Sealants: For installation at perimeter of aluminum-framed systems, as specified in Division 7 Section "Joint Sealants."

C. Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos, formulated for 30-mil thickness per coat.

2.8 FABRICATION

A. Form aluminum shapes before finishing.

B. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding.

C. Framing Members, General: Fabricate components that, when assembled, have the following characteristics:

1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fitted joints with ends coped or mitered. 3. Means to drain water passing joints, condensation occurring within framing members, and moisture

migrating within the system to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thermal and mechanical movements of glazing and framing to maintain

required glazing edge clearances. 6. Provisions for field replacement of glazing from interior for vision glass and exterior for spandrel

glazing or panels. 7. Fasteners, anchors, and connection devices that are concealed from view to greatest extent

possible.

D. Mechanically Glazed Framing Members: Fabricate for flush glazing (without projecting stops).

E. Structural-Sealant-Glazed Framing Members: Include accommodations for using temporary support device (dutchman) to retain glazing in place while structural sealant cures.

F. Door Frames: Reinforce as required to support loads imposed by door operation and for installing hardware.

1. At exterior doors, provide compression weather stripping at fixed stops. 2. At interior doors, provide silencers at stops to prevent metal-to-metal contact. Install three

silencers on strike jamb of single-door frames and two silencers on head of frames for pairs of doors.

G. Doors: Reinforce doors as required for installing hardware.

1. At pairs of exterior doors, provide sliding weather stripping retained in adjustable strip mortised into door edge.

2. At exterior doors, provide weather sweeps applied to door bottoms.

H. Hardware Installation: Factory install hardware to the greatest extent possible. Cut, drill, and tap for factory-installed hardware before applying finishes.

I. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings.

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ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08411.7

2.9 ALUMINUM FINISHES

A. Anodized Aluminum Clearcoat Finish: Class 1 clear anodized aluminum finish on all storefront.

1. Color and Gloss: Submit color chart of EFCO

2. All Finishes shall have 20 year warranty.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General:

1. Fit joints to produce hairline joints free of burrs and distortion. 2. Rigidly secure non-movement joints. 3. Install anchors with separators and isolators to prevent metal corrosion and electrolytic

deterioration. 4. Seal joints watertight, unless otherwise indicated.

B. Metal Protection:

1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape or installing nonconductive spacers as recommended by manufacturer for this purpose.

2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint.

C. Install components to drain water passing joints, condensation occurring within framing members, and moisture migrating within the system to exterior.

D. Set continuous sill members and flashing in full sealant bed as specified in Division 7 Section "Joint Sealants" and to produce weather tight installation.

E. Install components plumb and true in alignment with established lines and grades, without warp or rack.

F. Install glazing as specified in Division 8 Section "Glazing."

1. Structural-Sealant Glazing:

a. Prepare surfaces that will contact structural sealant according to sealant manufacturer's written instructions to ensure compatibility and adhesion. Preparation includes, but is not limited to, cleaning and priming surfaces.

b. Install weather seal sealant according to Division 7 Section "Joint Sealants" and according to sealant manufacturer's written instructions to produce weatherproof joints. Install joint filler behind sealant as recommended by sealant manufacturer.

G. Entrances: Install to produce smooth operation and tight fit at contact points.

1. Exterior Entrances: Install to produce tight fit at weather stripping and weather tight closure. 2. Field-Installed Hardware: Install surface-mounted hardware according to hardware manufacturers'

written instructions using concealed fasteners to greatest extent possible.

H. Install insulation materials as specified in Division 7 Section "Building Insulation."

I. Install perimeter joint sealants as specified in Division 7 Section "Joint Sealants" and to produce weather tight installation.

J. Erection Tolerances: Install aluminum-framed systems to comply with the following maximum tolerances:

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1. Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet 1/4 inch over total length.

2. Alignment:

a. Where surfaces abut in line, limit offset from true alignment to 1/16 inch. b. Where surfaces meet at corners, limit offset from true alignment to 1/32 inch.

3. Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch.

3.2 FIELD QUALITY CONTROL

A. Testing Agency: Owner may engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Structural-Sealant Compatibility and Adhesion: Structural sealant shall be tested according to recommendations in ASTM C 1401.

1. Destructive test method, Method A, Hand Pull Tab (Destructive) in ASTM C 1401, Appendix X2 shall be used.

a. A minimum of two areas on each building face shall be tested. b. Repair installation areas damaged by testing.

C. Structural-Sealant Glazing Inspection: After installation of aluminum-framed systems is complete, structural-sealant glazing shall be inspected and evaluated according to ASTM C 1401 recommendations.

D. Water Spray Test: Before installation of interior finishes has begun, a minimum area of 75 feet by 1 story of aluminum-framed systems designated by Architect shall be tested according to AAMA 501.2 and shall not evidence water penetration.

E. Repair or remove work where test results and inspections indicate that it does not comply with specified requirements.

F. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

3.3 DOOR HARDWARE SCHEDULE

A. See hardware schedule on drawings and Section 8710.

3.4 STORE FRONT SCHEDULE (Basis of Design)

A. Window / Storefront Designation A, B, C, H, I

1. Basis of Design - EFCO System 403, depth as shown on drawings. Other manufacturers shall be considered.

END OF SECTION

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DOOR HARDWARE (SCHEDULED BY NAMING PRODUCTS) 08711.1

SECTION 08711 - DOOR HARDWARE 1.1 GENERAL

A. Submittals: In addition to Product Data for each item specified, submit the following:

1. Shop Drawings: Details of electrified door hardware, including wiring diagrams. If called for in

documents. 2. Samples: For each type of exposed finish. 3. Door Hardware Schedule: Organize into door hardware sets indicating type, style, function, size,

label, hand, manufacturer, fasteners, location, and finish of each door hardware item. Include description of each electrified door hardware function, including sequence of operation.

4. Keying Schedule: Detail Owner's final keying instructions for locks. 5. Product Certificates: Certifying that door hardware complies with listed fire door assemblies.

B. Supplier Qualifications: Door hardware supplier who is or employs a qualified DHI Architectural Hardware

Consultant. C. Keying Conference: Conduct conference at Project site. Incorporate keying conference decisions into

final keying schedule. D. Deliver keys to Owner by registered mail. E. Templates: Obtain and distribute templates for doors, frames, and other work specified to be factory

prepared for installing door hardware. 1.2 PRODUCTS

A. Scheduled Door Hardware: Provide door hardware for each door to comply with requirements in this

Section, and the Door Hardware Schedule. 1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named manufacturer's

products. 2. Designations: Product designation and manufacturer are listed for each door hardware type required

for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in the Door Hardware Schedule.

B. Standards: Comply with BHMA A156 series standards, Grade 1, unless Grade 2 is indicated. C. Certified Products: Provide door hardware that is listed in one of BHMA's directories of certified products. D. Hinges and Pivots: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and

frames, provide only template-produced units. 1. Hinge Base Metal: Unless otherwise indicated, provide the following:

a. Exterior Hinges: Brass, with stainless-steel pin body and brass protruding heads. b. Interior Hinges: [Brass, with stainless-steel pin body and brass protruding heads] c. Hinges for Fire-Rated Assemblies: [Steel, with steel pin]

2. Non-removable Pins: Provide set screw in hinge barrel that prevents removal of pin while door is

closed; for out swinging exterior doors. 3. Machine Screws: For metal doors and frames. Install into drilled and tapped holes. 4. Wood Screws: For wood doors and frames. 5. Threaded-to-the-Head Wood Screws: For fire-rated wood doors. 6. Screws: Phillips flat-head screws; machine screws drilled and tapped holes for metal doors wood

screws for wood doors and frames. Finish screw heads to match surface of hinges.

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E. Locks and Latches: As follows: 1. Provide the lockset design designated below or, if sets are provided by another manufacturer,

provide designs that match those designated: a. Bored Locks: [Provide design indicated on Drawings.]

2. Dummy Trim: Match lever lock trim and escutcheons. 3. Lock Throw: Comply with labeled fire door requirements. 4. Backset: 2-3/4 inches , unless otherwise indicated. 5. Electromagnetic Locks: Provide the following, as tested according to BHMA A156.23:

F. Bolts: Comply with labeled fire door requirements. G. Surface Bolts: Flush bolt heads of minimum 1/2-inch- diameter rods of brass, bronze, or stainless steel

with minimum 12-inch- long rod. H. Panic Exit Devices: Listed and labeled for panic protection, based on testing according to UL 305. I. Fire Exit Devices: Complying with NFPA 80 that are listed and labeled for fire and panic protection, based

on testing according to UL 305 and NFPA 252. 1. Dummy Push Bar: Nonfunctioning push bar matching functional push bar. 2. Outside Trim: Lever with cylinder]; material, finish, and design to match locksets and latchsets,

unless otherwise indicated. 3. Through Bolts: For exit devices and trim on metal doors, fire-rated wood doors.

J. Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver, and complying

with the following: 1. Number of Pins: Six. 2. High-Security Grade: BHMA Grade 1A, listed and labeled as complying with UL 437 (Suffix A). 3. Manufacturer: Same manufacturer as for locks and latches. 4. Permanent Cores: Manufacturer's standard; finish face to match lockset; [removable] cores. 5. Construction Master Keys: Provide cylinders with feature that permits voiding of construction keys

without cylinder removal. Provide 10 construction master keys. 6. Construction Cores: Provide construction cores that are replaceable by permanent cores. Provide

10 construction master keys. a. Replace construction cores with permanent cores, as [directed by Owner]. b. Furnish permanent cores to Owner for installation.

K. Keying System: Factory-registered keying system; [master] key system.

1. Keys: Provide nickel-silver keys permanently inscribed with a visual key control number and "DO

NOT DUPLICATE" notation. In addition to one extra blank key for each lock, provide three change keys and five [master] keys.

L. Key Control System: Include key-holding hooks, labels, key tags with self-locking key holders, envelopes,

and markers. Contain system in wall-mounted type metal cabinet with baked-enamel finish. Include cross-index system set up by key control manufacturer, with card index.

M. Strikes: Manufacturer's standard strike with strike box for each latch or lock bolt, with curved lip extended

to protect frame, finished to match door hardware set. N. Push-Pull Design: As illustrated on Drawings. O. Carry-Open Bars: Provide carry-open bars for inactive leaves of pairs of doors, unless automatic or self-

latching bolts are used.

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P. Fire-Exit Removable Mullions: Complying with NFPA 80; listed and labeled for fire and panic protection, based on testing according to UL 305 and NFPA 252. Mullions shall be used only with exit devices for which they have been tested.

Q. Closers: Comply with the following:

1. Flush Floor Plates: Finish cover plates for floor closers unless thresholds are indicated. Match

door hardware finish. 2. Recessed Floor Plates: Provide insert of floor finish material for floor closers, unless thresholds are

indicated. Provide extended closer spindle to accommodate thickness of floor finish. 3. Size of Units: Factory sized, adjustable to meet field conditions and requirements for opening

force. R. Floor Stops: For doors, unless wall or other type stops are scheduled or indicated. Do not mount floor

stops where they will impede traffic. Where floor or wall stops are not appropriate, provide overhead holders. Finish to be satin bronze.

S. Silencers for Door Frames: Neoprene or rubber; fabricated for drilled-in application to frame. T. Door Gasketing: Provide continuous weather-strip gasketing on exterior doors and provide smoke, light, or

sound gasketing on interior doors where indicated or scheduled. Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 1. Air Leakage: Not to exceed 0.50 cfm per foot of crack length for gasketing other than for smoke

control, as tested according to ASTM E 283. 2. Smoke-Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and labeled,

based on testing according to UL 1784. 3. Fire-Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and labeled, based on

testing according to UL 10B or NFPA 252. 4. Sound-Rated Gasketing: Assemblies that are listed and labeled, based on testing according to

ASTM E 1408. 5. Gasketing Materials: Comply with ASTM D 2000 and AAMA 701/702.

U. Sliding Door Hardware: Provide complete sets consisting of rails, hangers, supports, bumpers, floor

guides, and accessories indicated. 1. Pocket Sliding Door Hardware: Rated for doors weighing up to 200 lb.

V. Fabrication: As follows:

1. Base Metals: Furnish metals of a quality equal to or greater than that of specified door hardware

units and BHMA A156.18 for finishes. Do not furnish manufacturer's standard materials if different from specified standard.

2. Fasteners: Phillips flat-head screws with finished heads to match surface of door hardware, unless otherwise indicated. Provide steel machine or wood screws or steel through bolts for fire-rated applications.

3. Spacers or Sex Bolts: For through bolting of hollow metal doors. 4. Fasteners for Wood Doors: Comply with requirements of DHI WDHS.2, "Recommended Fasteners

for Wood Doors." 1.3 EXECUTION

A. Examine doors and frames for compliance with requirements for installation tolerances, labeled fire door

assembly construction, wall and floor construction, and other conditions affecting performance. Examine roughing-in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation.

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B. Steel Door and Frame Preparation: Comply with DHI A115 series. Drill and tap doors and frames for surface-applied hardware according to SDI 107.

C. Wood Door Preparation: Comply with DHI A115-W series. D. Mounting Heights: Comply with DHI requirements, unless otherwise indicated. E. Installation: Comply with manufacturer's written instructions. Set units level, plumb, and true to line and

location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. 1. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with

requirements specified in Division 7 Section "Joint Sealants." F. Adjust and check each operating item of door hardware and each door to ensure proper operation or

function. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with accessibility requirements. Clean operating items as necessary to restore proper function and finish.

G. Door Hardware Schedule: See drawings.

END OF SECTION

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GLAZING 08800.1

SECTION 08800 - GLAZING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes glazing for the following products and applications, including those specified in other Sections where glazing requirements are specified by reference to this Section:

1. Windows. 2. Doors. 3. Glazed curtain walls. 4. Glazed entrances. 5. Interior borrowed lites. 6. Storefront framing. 7. Skylights. 8. Sloped glazing.

1.2 DEFINITIONS

A. Interspace: Space between lites of an insulating-glass unit that contains dehydrated air or a specified gas.

B. Deterioration of Coated Glass: Defects developed from normal uses that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning coated glass contrary to manufacturer's written instructions. Defects include peeling, cracking, and other indications of deterioration in metallic coating.

C. Deterioration of Insulating Glass: Failure of hermetic seal under normal use that is attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning insulating glass contrary to manufacturer's written instructions. Evidence of failure is the obstruction of vision by dust, moisture, or film on interior surfaces of glass.

D. Deterioration of Laminated Glass: Defects developed from normal uses that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, de-lamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated-glass standard.

1.3 PERFORMANCE REQUIREMENTS

A. General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact lo

B. ads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction.

C. Glass Design: Glass thickness designations indicated are minimums and are for detailing only. Confirm glass thicknesses by analyzing Project loads and in-service conditions. Provide glass lites in the thickness designations indicated for various size openings, but not less than thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria:

1. Glass Thicknesses: Select minimum glass thicknesses to comply with ASTM E 1300, according to the following requirements:

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a. Specified Design Wind Loads: 30 PSF. b. Specified Design Wind Loads: 30 PSF but not less than wind loads applicable to Project as

required by ASCE 7 "Minimum Design Loads for Buildings and Other Structures": Section 6.0 "Wind Loads."

c. Specified Design Snow Loads: 30 PSF.but not less than snow loads applicable to Project as required by ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Section 7.0, "Snow Loads."

d. Probability of Breakage for Vertical Glazing: 8 lites per 1000 for lites set vertically or not more than 15 degrees off vertical and under wind action.

1) Load Duration: 60 seconds or less.

e. Probability of Breakage for Sloped Glazing: 1 lite per 1000 for lites set more than 15 degrees off vertical and under wind and snow action.

1) Load Duration: 30 days.

f. Minimum Glass Thickness for Exterior Lites: Not less than 6.0 mm. g. Thickness of Tinted and Heat-Absorbing Glass: Provide the same thickness for each tint

color indicated throughout Project.

D. Thermal Movements: Provide glazing that allows for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures acting on glass framing members and glazing components. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change (Range): 120 deg F ambient; 180 deg F material surfaces.

E. Thermal and Optical Performance Properties: Provide glass with performance properties specified based on manufacturer's published test data, as determined according to procedures indicated below:

1. For monolithic-glass lites, properties are based on units with lites 6.0 mm thick 2. For laminated-glass lites, properties are based on products of construction indicated. 3. For insulating-glass units, properties are based on units of thickness indicated for overall unit and

for each lite 6.0 mm thick and a nominal 1/2-inch wide interspace. 4. Center-of-Glass Values: Based on using LBL-44789 WINDOW 5.0 computer program for the

following methodologies:

a. U-Factors: NFRC 100 expressed as Btu/ sq. ft. x h x deg F. b. Solar Heat Gain Coefficient: NFRC 200. c. Solar Optical Properties: NFRC 300.

1.4 SUBMITTALS

A. Product Data: For each glass product and glazing material indicated.

B. Samples: 12-inch square, for each type of glass product indicated, other than monolithic clear float glass.

C. Glazing Schedule: Use same designations indicated on Drawings.

1.5 QUALITY ASSURANCE

A. Glazing for Fire-Rated Door and Window Assemblies: Glazing for assemblies that comply with NFPA 80 and that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 257.

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GLAZING 08800.3

B. Safety Glazing Products: Comply with testing requirements in 16 CFR 1201 and, for wired glass, ANSI Z97.1.

C. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards.

1. GANA Publications: GANA's "Glazing Manual." 2. AAMA Publications: AAMA GDSG-1, "Glass Design for Sloped Glazing," and AAMA TIR-A7,

"Sloped Glazing Guidelines." 3. IGMA Publication for Sloped Glazing: IGMA TB-3001, "Sloped Glazing Guidelines." 4. IGMA Publication for Insulating Glass: SIGMA TM-3000, "Glazing Guidelines for Sealed Insulating

Glass Units."

D. Insulating-Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of the Insulating Glass Certification Council or Associated Laboratories, Inc.

E. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Build mockups of (1) type A window. 2. Approved mockups may become part of the completed Work if undisturbed at time of Substantial

Completion.

1.6 WARRANTY

A. Manufacturer's Special Warranty for Coated-Glass Products: Manufacturer's standard form, made out to Owner and signed by coated-glass manufacturer agreeing to replace coated-glass units that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below.

1. Warranty Period: 10 years from date of Substantial Completion.

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GLAZING 08800.4

B. Manufacturer's Special Warranty on Laminated Glass: Manufacturer's standard form, made out to Owner and signed by laminated-glass manufacturer agreeing to replace laminated-glass units that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below.

1. Warranty Period: 5 years from date of Substantial Completion.

C. Manufacturer's Special Warranty on Insulating Glass: Manufacturer's standard form, made out to Owner and signed by insulating-glass manufacturer agreeing to replace insulating-glass units that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below.

1. Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.

2. Products: Subject to compliance with requirements, provide one of the products specified. 3. Product: Subject to compliance with requirements, provide product specified. 4. Available Manufacturers: Subject to compliance with requirements, manufacturers offering

products that may be incorporated into the Work include, but are not limited to, manufacturers specified.

5. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified.

2.2 GLASS PRODUCTS

A. Annealed Float Glass: ASTM C 1036, Type I (transparent flat glass), Quality-Q3; of class indicated.

1. Ultra-Clear (Low-Iron) Float Glass: Class I (clear); with a minimum 91 percent visible light transmission and a minimum solar heat gain coefficient of 0.87.

a. Products as below or approved equal:

1) AFG Industries Inc.; Krystal Klear. 2) Pilkington Building Products North America; Optiwhite. 3) PPG Industries, Inc.; Starphire.

B. Laminated Glass: ASTM C 1172, and complying with other requirements specified and with the following:

1. Interlayer: Polyvinyl butyral or cured resin of thickness indicated with a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after laminating glass lites and installation.

C. Insulating-Glass Units, General: Factory-assembled units consisting of sealed lites of glass separated by a dehydrated interspace, and complying with ASTM E 774 for Class CBA units and with requirements specified in this Article and in Part 2 "Insulating-Glass Units" Article.

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1. Provide Kind HS (heat-strengthened) float glass in place of annealed glass where needed to resist thermal stresses induced by differential shading of individual glass lites and to comply with glass design requirements specified in Part 1 "Performance Requirements" Article.

2. Overall Unit Thickness and Thickness of Each Lite: Dimensions indicated for insulating-glass units are nominal and the overall thicknesses of units are measured perpendicularly from outer surfaces of glass lites at unit's edge.

3. Sealing System: Dual seal. 4. Spacer Specifications: Manufacturer's standard spacer material and construction. 5. Spacer Specifications: Manufacturer's standard spacer material and construction complying with

the following requirements:

a. Spacer Material: Aluminum with mill or clear anodic finish b. Corner Construction: Manufacturer's standard corner construction.

2.3 FIRE-RATED GLAZING PRODUCTS

A. Fire-Protection Rating: As indicated for the assembly in which glazing material is installed, and permanently labeled by a testing and inspecting agency acceptable to authorities having jurisdiction.

2.4 GLAZING GASKETS

A. Dense Compression Gaskets: Molded or extruded gaskets of material indicated below, complying with standards referenced with name of elastomer indicated below, and of profile and hardness required to maintain watertight seal:

1. Neoprene, ASTM C 864. 2. EPDM, ASTM C 864. 3. Silicone, ASTM C 1115. 4. Thermoplastic polyolefin rubber, ASTM C 1115. 5. Any material indicated above.

B. Soft Compression Gaskets: Extruded or molded, closed-cell, integral-skinned gaskets of material indicated below; complying with ASTM C 509, Type II, black; and of profile and hardness required to maintain watertight seal:

1. Neoprene. 2. EPDM. 3. Silicone. 4. Thermoplastic polyolefin rubber. 5. Any material indicated above.

2.5 GLAZING SEALANTS

A. General: Provide products of type indicated, complying with the following requirements:

1. Compatibility: Select glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating-glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience.

2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation.

3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range.

B. Elastomeric Glazing Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates.

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1. Single-Component Neutral-Curing Silicone Glazing Sealants GS-1:

a. Available Products:

1) Glazing manufacturer’s standard sealant system.

b. Type and Grade: S (single component) and NS (nonsag). c. Class: 100/50. d. Use Related to Exposure: NT (non-traffic). e. Uses Related to Glazing Substrates: M, G, A, and, as applicable to glazing substrates

indicated, O. f. Applications: All glazing conditions where thermal/temperature and/or frame / mullion

system require custom sealant application.

C. Glazing Sealants for Fire-Resistive Glazing Products: Identical to products used in test assemblies to obtain fire-protection rating.

2.6 GLAZING TAPES

A. Back-Bedding Mastic Glazing Tapes: Preformed, butyl-based elastomeric tape with a solids content of 100 percent; non-staining and non-migrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; packaged on rolls with a release paper backing; and complying with ASTM C 1281 and AAMA 800 for products indicated below:

1. AAMA 804.3 tape, where indicated. 2. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure. 3. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure.

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B. Expanded Cellular Glazing Tapes: Closed-cell, PVC foam tapes; factory coated with adhesive on both surfaces; packaged on rolls with release liner protecting adhesive; and complying with AAMA 800 for the following types:

1. Type 1, for glazing applications in which tape acts as the primary sealant. 2. Type 2, for glazing applications in which tape is used in combination with a full bead of liquid

sealant.

2.7 MISCELLANEOUS GLAZING MATERIALS

A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation.

B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer.

C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5.

D. Spacers: Elastomeric blocks or continuous extrusions with a Shore, Type A durometer hardness required by glass manufacturer to maintain glass lites in place for installation indicated.

E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking).

F. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open-cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance.

G. Perimeter Insulation for Fire-Resistive Glazing: Identical to product used in test assembly to obtain fire-resistance rating.

2.8 FABRICATION OF GLAZING UNITS

A. Fabricate glazing units in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing publications, to comply with system performance requirements.

2.9 MONOLITHIC FLOAT-GLASS UNITS (INTERIOR LITES)

A. Uncoated Clear Float-Glass Units MG-1: Class 1 (clear) ultra-clear (low-iron) float glass annealed or Kind HS (heat-strengthened) float glass where heat strengthening is required to resist thermal stresses induced by differential shading of individual glass lites and to comply with system performance requirements. Kind HS (heat-strengthened) float glass Kind FT (fully tempered) float glass.

1. Thickness: 6.0 mm

2.10 MONOLITHIC WIRED-GLASS UNITS

A. Polished Wired-Glass Units WG 1: Form 1 (wired glass, polished both sides), Quality-Q6, Mesh 2 (M2) (Square), 6.0 mm thick.

1. Manufacturers:

a. Asahi/AMA Glass Corp.; affiliated with AFG Industries, Inc. b. Central Glass Co., Ltd.; distributed by Northwestern Industries Inc.

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c. Pilkington Sales (North America) Ltd.

2.11 INSULATED GLASS UNITS

A. Solar-Control Low-E Insulating-Glass Units IG 1: Typical WDW A, C view lites, all north, and East facing walls.

1. Products:

a. PPG Solarban 60 low E insulated glass unit clear.

2. Overall Unit Thickness and Thickness of Each Lite: 25 and 6.0 mm 3. Interspace Content: Argon. 4. Outdoor Lite: Class 1 (clear).

a. Tint Color: Clear b. Annealed Kind HS (heat strengthened) Kind FT (fully tempered) as required. c. Self-Cleaning, Low-Maintenance Coating: Pyrolytic coating on first surface.

5. Indoor Lite: Class 1 (clear) float glass. a. Annealed Kind HS (heat strengthened) Kind FT (fully tempered) as required.

6. Low-E Coating: Pyrolytic on second surface.

7. Visible Light Transmittance70 percent minimum. 8. Winter Nighttime U-Factor: 29 maximum. 9. Summer Daytime U-Factor: 28 maximum. 10. Solar Heat Gain Coefficient: 38maximum. 11. Outdoor Visible Reflectance: 30 percent maximum.

B. Solar-Control Low-E Insulating-Glass Units IG 2: 1” clear insulated glazing as indicated on drawings.

1. Products:

a. PPG Solarban 60 low E insulated glass unit tinted.

2. Overall Unit Thickness and Thickness of Each Lite: 25 and 6.0 mm 3. Interspace Content: Argon. 4. Outdoor Lite: Class 1 (clear)

a. Tint Color: Clear b. Annealed Kind HS (heat strengthened) Kind FT (fully tempered) as required. c. Self-Cleaning, Low-Maintenance Coating: Pyrolytic coating on first surface.

5. Indoor Lite: Class 1 (clear) float glass. a. Annealed Kind HS (heat strengthened) Kind FT (fully tempered) as required.

6. Low-E Coating: Pyrolytic on second surface.

7. Visible Light Transmittance70 percent minimum. 8. Winter Nighttime U-Factor: 29 maximum. 9. Summer Daytime U-Factor: 28 maximum. 10. Solar Heat Gain Coefficient: 38maximum. 11. Outdoor Visible Reflectance: 30 percent maximum.

C. Solar-Control Low-E Insulating-Glass Units IG 3 Typical WDW all South and West facing lites.

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1. Products:

a. PPG Solarban 80 low E insulated glass unit clear.

2. Overall Unit Thickness and Thickness of Each Lite: 25 and 6.0 mm 3. Interspace Content: Argon. 4. Outdoor Lite: Class 1 (clear).

a. Tint Color: Clear b. Annealed Kind HS (heat strengthened) Kind FT (fully tempered) as required. c. Self-Cleaning, Low-Maintenance Coating: Pyrolytic coating on first surface.

5. Indoor Lite: Class 1 (clear) float glass. a. Annealed Kind HS (heat strengthened) Kind FT (fully tempered) as required.

6. Low-E Coating: Pyrolytic on second surface.

7. Visible Light Transmittance70 percent minimum. 8. Winter Nighttime U-Factor: 29 maximum. 9. Summer Daytime U-Factor: 28 maximum. 10. Solar Heat Gain Coefficient: 38maximum. 11. Outdoor Visible Reflectance: 30 percent maximum.

PART 3 - EXECUTION

3.1 GLAZING

A. General: Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications.

1. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation.

2. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance.

3. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant-substrate testing.

4. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead.

5. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. 6. Provide spacers for glass lites where length plus width is larger than 50 inches. 7. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in

glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications.

B. Tape Glazing: Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening.

1. Cover vertical framing joints by applying tapes to heads and sills first and then to jambs. Cover horizontal framing joints by applying tapes to jambs and then to heads and sills.

2. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped. Seal joints in tapes with compatible sealant approved by tape manufacturer.

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3. Apply heel bead of elastomeric sealant. 4. Center glass lites in openings on setting blocks and press firmly against tape by inserting dense

compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings.

5. Apply cap bead of elastomeric sealant over exposed edge of tape.

C. Gasket Glazing (Dry): Fabricate compression gaskets in lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation.

1. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners.

2. Center glass lites in openings on setting blocks and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. Compress gaskets to produce a weather tight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer.

3. Install gaskets so they protrude past face of glazing stops.

D. Sealant Glazing (Wet): Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance.

1. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces.

2. Tool exposed surfaces of sealants to provide a substantial wash away from glass.

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3.2 CLEANING AND PROTECTION

A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels, and clean surfaces. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended by glass manufacturer.

B. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from natural causes, accidents, and vandalism, during construction period.

3.3 SCHEDULE OF GLASS

A. See drawings for location of glass types in storefront / window types for exterior glazing.

END OF SECTION

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PORTLAND CEMENT PLASTERING 092400.1

SECTION 092400 - PORTLAND CEMENT PLASTERING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Nonstructural steel framing and furring. 2. Interior portland cement plasterwork on metal lath and solid plaster bases. 3. Exterior portland cement plasterwork (stucco) on metal lath plaster bases.

B. See Division 05 Section "Cold-Formed Metal Framing" for structural, load-bearing (transverse and axial) steel studs and joists that support lath and portland cement plaster.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples: For each type of colored and textured finish coat indicated; 12 by 12 inches (305 by 305 mm), and prepared on rigid backing.

1.3 QUALITY ASSURANCE

A. Fire-Test-Response Characteristics: For Portland cement plaster assemblies with fire-resistance ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.

B. Mockups: Before plastering, install mockups of at least 100 sq. ft. (9 sq. m) in surface area to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Install mockups for each type of finish indicated. 2. For interior plasterwork, simulate finished lighting conditions for review of mockups. 3. Approved mockups may become part of the completed Work if undisturbed at time of Substantial

Completion.

1.4 PROJECT CONDITIONS

A. Comply with ASTM C 926 requirements.

B. Exterior Plasterwork: Apply plaster when ambient temperature is greater than 40 deg F (4.4 deg C).

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

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1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.

2. Products: Subject to compliance with requirements, provide one of the products specified.

2.2 NONSTRUCTURAL STEEL FRAMING MEMBERS, GENERAL

A. Components, General: Comply with ASTM C 1063. For steel sheet components not included in ASTM C 1063, comply with ASTM C 645 requirements for metal, unless otherwise indicated.

B. Cold-Rolled Channels: Base metal thickness of 0.0538 inch (1.37 mm) with ASTM A 653/A 653M, G60 (Z180), hot-dip galvanized zinc coating.

C. Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, not less than 0.0475-inch (1.21-mm) diameter, unless otherwise indicated.

2.3 STEEL FRAMING FOR CEILINGS

A. Suspended Furring:

1. Main Runners (Carrying Channels): Cold-rolled channels, in depth indicated 2. Cross Furring: Cold-rolled channels, 3/4 inch (19.1 mm) deep

B. Direct Furring: Cold-rolled channels, 3/4 inch (19.1 mm) deep

C. Tie Wire:

1. For tying main runners directly to beams or joists (where wire hangers are used between beams or joists), use double loop of 0.1205-inch- (3.06-mm-) diameter wire.

2. For tying furring directly to concrete structure without main runners, use 0.0800-inch- (2.03-mm-) diameter wire.

3. For tying furring directly to steel or wood structure without main runners, use double loop of 0.0625-inch- (1.59-mm-) diameter wire, or quadruple loop of 0.0475-inch- (1.21-mm-) diameter wire.

4. For saddle tying cross furring to main runners use 0.0625-inch- (1.59-mm-) diameter wire, or double strand of 0.0475-inch- (1.21-mm-) diameter wire.

D. Wire Hangers: 0.162-inch- (4.12-mm-) diameter wire.

E. Hanger Attachments to Concrete: Power-actuated fasteners fabricated from corrosion-resistant materials, and with clips or other devices for attaching hangers. Capable of sustaining, without failure, a load equal to 10 times that imposed by construction as determined by testing according to ASTM E 1190 by a qualified independent testing agency.

2.4 STEEL FRAMING FOR PARTITIONS

A. Steel Studs and Runners: ASTM C 645.

1. Protective Coating: Manufacturer's standard rust-inhibiting coating. 2. Minimum Base Metal Thickness: As indicated.

B. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated.

1. Protective Coating: Manufacturer's standard rust-inhibiting coating. 2. Minimum Base Metal Thickness: As indicated

C. Channel Bridging: Cold-rolled channels, in depth indicated.

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PORTLAND CEMENT PLASTERING 092400.3

1. Clip Angle: 1-1/2 by 1-1/2 inch (38.1 by 38.1 mm), 0.068-inch- (1.73-mm-) thick, galvanized steel.

D. Vertical Furring:

1. Hat-Shaped, Rigid Furring Channels: ASTM C 645.

a. Protective Coating: Manufacturer's standard rust-inhibiting coating. b. Minimum Base Metal Thickness: As indicated c. Depth: As indicated

2. Furring Channels: Cold-rolled channels, in depth indicated.

a. Furring Brackets: Adjustable, corrugated-edge type fabricated from steel sheet with minimum bare steel thickness of 0.0312 inch (0.79 mm).

2.5 METAL LATH

A. Expanded-Metal Lath: ASTM C 847 with ASTM A 653/A 653M, G60 (Z180), hot-dip galvanized zinc coating.

1. Diamond-Mesh Lath: Flat.

a. Weight: 3.4 lb/sq. yd. (1.8 kg/sq. m).

2. Flat Rib Lath: Rib depth of not more than 1/8 inch (3.1 mm).

a. Weight: 3.4 lb/sq. yd. (1.8 kg/sq. m).

B. Wire-Fabric Lath:

1. Welded-Wire Lath: ASTM C 933; self-furring.

a. Weight: 1.4 lb/sq. yd. (0.8 kg/sq. m).

2. Woven-Wire Lath: ASTM C 1032; self-furring, with stiffener wire backing.

a. Weight: 1.4 lb/sq. yd. (0.8 kg/sq. m).

2.6 ACCESSORIES

A. General: Comply with ASTM C 1063 and coordinate depth of trim and accessories with thicknesses and number of plaster coats required.

B. Zinc and Zinc-Coated (Galvanized) Accessories:

1. Foundation Weep Screed: Fabricated from hot-dip galvanized steel sheet, ASTM A 653/A 653M, G60 (Z180) zinc coating.

2. Cornerite: Fabricated from metal lath with ASTM A 653/A 653M, G60 (Z180), hot-dip galvanized zinc coating.

3. External-Corner Reinforcement: Fabricated from metal lath with ASTM A 653/A 653M, G60 (Z180), hot-dip galvanized zinc coating.

4. Cornerbeads: Fabricated from zinc-coated (galvanized) steel.

a. Small-nose style; use unless otherwise indicated.

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5. Casing Beads: Fabricated from [zinc-coated (galvanized) steel; square-edged style; with expanded flanges.

6. Control Joints: Fabricated from zinc-coated (galvanized) steel; one-piece-type, folded pair of unperforated screeds in M-shaped configuration; with perforated flanges and removable protective tape on plaster face of control joint.

7. Expansion Joints: Fabricated from zinc-coated (galvanized) steel; folded pair of unperforated screeds in M-shaped configuration; with expanded flanges.

8. Two-Piece Expansion Joints: Fabricated from zinc-coated (galvanized) steel; formed to produce slip-joint and square-edged reveal that is adjustable from 1/4-to-5/8-inch (6.34-to-16-mm) wide; with perforated flanges.

C. Plastic Trim: Fabricated from high-impact PVC.

1. Cornerbeads: With perforated flanges.

a. Small-nose style; use unless otherwise indicated.

2. Casing Beads: With perforated flanges in depth required to suit plaster bases indicated and flange length required to suit applications indicated.

a. Square-edge style; use unless otherwise indicated.

3. Control Joints: One-piece-type, folded pair of unperforated screeds in M-shaped configuration; with perforated flanges and removable protective tape on plaster face of control joint.

4. Expansion Joints: Two-piece type, formed to produce slip-joint and square-edged reveal dimension specified on construction documents; with perforated concealed flanges.

2.7 MISCELLANEOUS MATERIALS

A. Water for Mixing: Potable and free of substances capable of affecting plaster set or of damaging plaster, lath, or accessories.

B. Fiber for Base Coat: Alkaline-resistant glass or polypropylene fibers, 1/2 inch (13 mm) long, free of contaminants, manufactured for use in portland cement plaster.

C. Bonding Compound: ASTM C 932.

D. Steel Drill Screws: For metal-to-metal fastening, ASTM C 1002 or ASTM C 954, as required by thickness of metal being fastened; with pan head that is suitable for application; in lengths required to achieve penetration through joined materials of not fewer than three exposed threads.

E. Fasteners for Attaching Metal Lath to Substrates: Complying with ASTM C 1063.

F. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing), produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool.

1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly.

G. Isolation Strip at Exterior Walls:

1. Asphalt-Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt), unperforated. 2. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener penetration

without foam displacement, 1/8 inch (3.1 mm) thick, in width to suit steel stud size.

H. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex sealant complying with ASTM C 834 that effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90.

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1. Products:

a. OSI Sealants, Inc.; Pro-Series, SC 175 Acoustical Sound Sealant Non-Flammable - Latex. b. Pecora Corporation; AC-20 + Silicone. c. Tremco Incorporated; Tremflex 834. d. United States Gypsum Co.; SHEETROCK Acoustical Sealant.

I. Acoustical Sealant for Concealed Joints: Nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic-rubber sealant recommended for sealing interior concealed joints to reduce airborne sound transmission.

1. Products:

a. OSI Sealants, Inc.; Pro-Series SC 170 Acoustical Sound Sealant - Solvent. b. Pecora Corporation; BA-98. c. Tremco, Inc.; Tremco Acoustical Sealant.

2.8 PLASTER MATERIALS

A. Portland Cement: ASTM C 150, Type [I] [II].

1. Color for Finish Coats: Gray.

B. Colorants for Job-Mixed Finish-Coats: Colorfast mineral pigments that produce finish plaster color to match color specified on construction drawings.

C. Lime: ASTM C 206, Type S; or ASTM C 207, Type S.

D. Sand Aggregate: ASTM C 897.

1. Color for Job-Mixed Finish Coats: In color matching Architect's sample.

E. Ready-Mixed Finish-Coat Plaster: Mill-mixed portland cement, aggregates, coloring agents, and proprietary ingredients.

1. Products:

a. California Stucco Products Corp.; Conventional Portland Cement Stucco. b. ChemRex; Thoro Stucco. c. Florida Stucco Corp. d. Highland Stucco & Lime Products, Inc. e. United States Gypsum Co.; Oriental Exterior Finish Stucco.

2. Color: As selected by Architect from manufacturer's full range.

F. Acrylic-Based Finish Coatings: Factory-mixed acrylic-emulsion coating systems, formulated with colorfast mineral pigments and fine aggregates; for use over portland cement plaster base coats. Include manufacturer's recommended primers and sealing topcoats for acrylic-based finishes.

1. Products:

a. Bonsal, W. R. Co. b. ChemRex, SonoWall Stucco Systems c. Dryvit Systems, Inc. d. Parex Incorporated e. Pleko Products, Inc. f. Senergy, Inc. g. Sto Corp.

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PORTLAND CEMENT PLASTERING 092400.6

h. Stuc-O-Flex International, Inc.

2. Color: As selected by Architect from manufacturer's full range.

2.9 PLASTER MIXES

A. General: Comply with ASTM C 926 for applications indicated.

1. Fiber Content: Add fiber to base-coat mixes after ingredients have mixed at least two minutes. Comply with fiber manufacturer's written instructions for fiber quantities in mixes, but do not exceed 1 lb of fiber/cu. yd. (0.6 kg of fiber/cu. m) of cementitious materials. Reduce aggregate quantities accordingly to maintain workability.

B. Portland Cement Base-Coat Mixes:

1. Over Metal Lath: Scratch and brown coats for three-coat plasterwork as follows:

a. Scratch Coat: For cementitious material, mix 1 part portland cement and [0 to 3/4] [3/4 to 1-1/2] parts lime. Use 2-1/2 to 4 parts aggregate per part of cementitious material (sum of separate volumes of each component material).

b. Brown Coat: For cementitious material, mix 1 part portland cement and [0 to 3/4] [3/4 to 1-1/2] parts lime. Use 3 to 5 parts aggregate per part of cementitious material (sum of separate volumes of each component material).

C. Portland Cement Job-Mixed Finish-Coat Mixes: For cementitious materials, mix 1 part portland cement and [3/4 to 1-1/2] [1-1/2 to 2] parts lime. Use 1-1/2 to 3 parts aggregate per part of cementitious material (sum of separate volumes of each component material).

D. Factory-Prepared Finish-Coat Mixes: For acrylic-based finish coatings, comply with manufacturer's written instructions.

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect adjacent work from soiling, spattering, moisture deterioration, and other harmful effects caused by plastering.

B. Prepare solid-plaster bases that are smooth or that do not have the suction capability required to bond with plaster according to ASTM C 926.

3.2 INSTALLATION, GENERAL

A. Sound Attenuation Blankets: Where required, install blankets before installing lath unless blankets are readily installed after lath has been installed on one side.

B. Acoustical Sealant: Where required, seal joints between edges of plasterwork and abutting construction with acoustical sealant.

3.3 INSTALLING NONSTRUCTURAL STEEL FRAMING, GENERAL

A. General: Comply with requirements in ASTM C 1063 for applications indicated.

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PORTLAND CEMENT PLASTERING 092400.7

1. Comply with ASTM C 754 for installation of items not addressed in ASTM C 1063.

B. Install supplementary framing, blocking, and bracing at terminations in plaster assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction.

C. Isolate steel framing from building structure to prevent transfer of loading imposed by structural movement.

D. Do not bridge building control and expansion joints with steel framing or furring members. Frame both sides of joints independently.

E. Soffits: Unless otherwise detailed on Drawings, install furred or suspended soffits to comply with requirements for ceiling installation; install framed soffits to comply with requirements for partition installation.

3.4 INSTALLING STEEL FRAMING FOR CEILINGS

A. Suspend ceiling hangers from building structure as follows:

1. Install hangers plumb and free of contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means.

2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to limit deflection to 1/360 of span while supporting ceiling loads.

3. Wire Hangers: Secure by looping and tying, either directly to structure or directly to fasteners that are secure and appropriate for substrate, in a manner that will not cause them to deteriorate or otherwise fail.

4. Do not support ceilings directly from permanent metal forms. Secure to fastener devices that extend through forms.

5. Do not attach hangers to steel deck tabs. 6. Do not attach hangers to steel roof deck. Attach hangers to structural members. 7. Do not connect steel framing to or suspend it from ducts, pipes, or conduit.

B. Install steel framing components for ceilings in sizes and spacings indicated but not less than that required by the referenced steel framing and installation standards.

3.5 INSTALLING STEEL PARTITION FRAMING

A. Install runners (tracks) at floors, ceilings, and structural walls and columns where plaster assemblies abut other construction.

1. Where studs are installed directly against exterior walls, install asphalt-felt or foam-gasket isolation strip between studs and wall.

B. Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling.

C. Frame door openings with two studs installed at each jamb, unless otherwise indicated.

1. Extend jamb studs through suspended ceilings and attach to underside of floor or roof structure above.

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PORTLAND CEMENT PLASTERING 092400.8

3.6 INSTALLING METAL LATH

A. Expanded-Metal Lath: Install according to ASTM C 1063.

1. Partition Framing and Vertical Furring: Install flat diamond-mesh lath. 2. On Solid Surfaces, Not Otherwise Furred: Install self-furring diamond-mesh lath.

3.7 INSTALLING ACCESSORIES

A. Install according to ASTM C 1063 and at locations indicated on Drawings.

B. Reinforcement for External Corners:

1. Install lath-type external-corner reinforcement at exterior locations. 2. Install cornerbead at interior and exterior locations.

C. Control Joints: Install control joints at locations indicated on Drawings in specific locations approved by Architect for visual effect as follows:

1. As required to delineate plasterwork into areas (panels) of the following maximum sizes:

a. Vertical Surfaces: 144 sq. ft. (13.4 sq. m). b. Horizontal and other Nonvertical Surfaces: 100 sq. ft. (9.3 sq. m).

2. At distances between control joints of not greater than 18 feet (5.5 m) o.c. 3. As required to delineate plasterwork into areas (panels) with length-to-width ratios of not greater

than 2-1/2:1. 4. Where control joints occur in surface of construction directly behind plaster. 5. Where plasterwork areas change dimensions, to delineate rectangular-shaped areas (panels) and

to relieve the stress that occurs at the corner formed by the dimension change.

3.8 PLASTER APPLICATION

A. General: Comply with ASTM C 926.

B. Bonding Compound: Apply on unit masonry and concrete plaster bases.

C. Plaster Finish Coats: See drawings for finish.

D. Acrylic-Based Finish Coatings: Apply coating system, including primers, finish coats, and sealing topcoats, according to manufacturer's written instructions.

3.9 CUTTING AND PATCHING

A. Cut, patch, replace, and repair plaster as necessary to accommodate other work and to restore cracks, dents, and imperfections. Repair or replace work to eliminate blisters, buckles, crazing (check cracking), dry outs, efflorescence, sweat outs, and similar defects and where bond to substrate has failed.

END OF SECTION 092400

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GYPSUM BOARD ASSEMBLIES 09260.1

SECTION 09260 - GYPSUM BOARD ASSEMBLIES 1.1 GENERAL

A. Submittals: Product Data for each type of product indicated. B. Fire-Test-Response Characteristics: For gypsum board assemblies with fire-resistance ratings, provide

materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.

C. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials

and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency.

1.2 PRODUCTS

A. Steel Suspended Ceiling and Soffit Framing: Comply with ASTM C 754 for conditions indicated.

1. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch- diameter wire, or

double strand of 0.0475-inch- diameter wire. 2. Hanger Attachments to Concrete: As follows:

a. Anchors: Fabricated from corrosion-resistant materials with holes or loops for attaching

hanger wires and capable of sustaining, without failure, a load equal to 5 times that imposed by construction as determined by testing according to ASTM E 488 by a qualified independent testing agency. A. Type:

1. Cast-in-place anchor, designed for attachment to concrete forms 2. Postinstalled, chemical anchor 3. Postinstalled, expansion anchor.

b. Powder-Actuated Fasteners: Suitable for application indicated, fabricated from corrosion-

resistant materials, with clips or other devices for attaching hangers of type indicated, and capable of sustaining, without failure, a load equal to 10 times that imposed by construction as determined by testing according to ASTM E 1190 by a qualified independent testing agency.

3. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, and 0.162-inch diameter. 4. Carrying Channels: Cold-rolled, commercial-steel sheet with a base metal thickness of 0.0538 inch

a minimum 1/2-inch- wide flange, in depth indicated, and with [ASTM A 653/A 653M, G40 hot-dip galvanized] [ASTM A 653/A 653M, G60 hot-dip galvanized] [manufacturer's standard corrosion-resistant] zinc coating.

5. Furring Channels (Furring Members): Commercial-steel sheet with [ASTM A 653/A 653M, G40 hot-dip galvanized] [ASTM A 653/A 653M, G60 hot-dip galvanized] [manufacturer's standard corrosion-resistant] zinc coating. c. Hat-Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep.

1) Minimum Base Metal Thickness: [As indicated]

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GYPSUM BOARD ASSEMBLIES 09260.2

B. Grid Suspension System for Interior Ceilings: ASTM C 645, direct-hung system composed of main beams

and cross-furring members that interlock. 1. Available Products: Subject to compliance with requirements, products that may be incorporated

into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide the following:

a. USG Interiors, Inc.; Drywall Suspension System.

A. Donn DX 15/16” system B. Compasso 8” H trim

C. Steel Partition and Soffit Framing: Comply with ASTM C 754 for conditions indicated.

1. Steel Sheet Components: Complying with ASTM C 645 requirements for metal and with

[ASTM A 653/A 653M, G40 hot-dip galvanized] [ASTM A 653/A 653M, G60 hot-dip galvanized] [manufacturer's standard corrosion-resistant] zinc coating.

2. Steel Studs and Runners: ASTM C 645, in depth indicated. a. Minimum Base Metal Thickness: As indicated

3. Deep-Leg Deflection Track: ASTM C 645 top runner with 2-inch- (deep flanges. 4. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated.

a. Minimum Base Metal Thickness: As indicated

5. Cold-Rolled Channel Bridging: 0.0538-inch bare steel thickness, with minimum 1/2-inch- wide

flange, and in depth indicated. a. Clip Angle: 1-1/2 by 1-1/2 inch 0.068-inch- thick, galvanized steel.

6. Hat-Shaped, Rigid Furring Channels: ASTM C 645, in depth indicated.

a. Minimum Base Metal Thickness: As indicated

7. Resilient Furring Channels: 1/2-inch- deep, steel sheet members designed to reduce sound

transmission. Asymmetrical or hat shaped, with face attached to single flange by a slotted leg (web) or attached to two flanges by slotted or expanded metal legs.

8. Cold-Rolled Furring Channels: 0.0538-inch bare steel thickness, with minimum 1/2-inch-wide flange, and in depth indicated. a. Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum bare steel

thickness of 0.0312 inch b. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch- diameter

wire, or double strand of 0.0475-inch- diameter wire. 9. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches wall attachment

flange of 7/8 inch minimum bare metal thickness of 0.0179 inch and depth required to fit insulation thickness indicated.

10. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates.

D. Panel Size, General: Provide in maximum lengths and widths available that will minimize joints in each

area and correspond with support system indicated. E. Gypsum Wallboard: ASTM C 36.

A. Regular Type: In thickness indicated and with long edges tapered B. Type X: In thickness indicated and with long edges tapered

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GYPSUM BOARD ASSEMBLIES 09260.3

F. Sag-Resistant Gypsum Wallboard: ASTM C 36, manufactured to have more sag resistance than regular-

type gypsum board, 1/2-inch thick, and with long edges tapered. Apply on ceiling surfaces. G. Proprietary, Special Fire-Resistive Type: ASTM C 36, having improved fire resistance over standard Type

X, complying with requirements of fire-resistance-rated assemblies indicated, in thickness indicated, and with long edges tapered

H. Proprietary Abuse-Resistant Gypsum Wallboard: ASTM C 36, manufactured to produce greater resistance

to surface indentation and through-penetration than standard gypsum panels, with core type and in thickness indicated, and with long edges tapered. 1. Available Products: Subject to compliance with requirements, products that may be incorporated

into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide [one of] the following:

a. National Gypsum Company; Gold Bond Hi-Abuse Wallboard. b. United States Gypsum Co.; SHEETROCK Brand Abuse-Resistant Gypsum Panels.

I. Cementitious Backer Units: ANSI A118.9, in thickness indicated. J. Interior Trim: ASTM C 1047.

1. Cornerbead: Use at outside corners, unless otherwise indicated. 2. Bullnose Bead: Use at outside corners 3. LC-Bead (J-Bead): Use at exposed panel edges. 4. L-Bead: Use where indicated. C. U-Bead: Use where indicated. D. Pitcon 24 “ rounded column cover. Use where indicated.

K. Aluminum Trim: Extruded aluminum accessories of profiles indicated complying with following requirements: 1. Aluminum Alloy and tempered with not less than the strength and durability properties of ASTM B

21, alloy 6063-T5. 2. Claso 11, Color Anodic Finish: AA – C12C22A32/A34 Chemical Finish: Cleared with inhibited

chemicals, chemical finish to match EFCO Storefront finish. 3. Expansion (Control) Joint: One-piece, rolled zinc with V-shaped slot and removable strip covering

slot opening. Use where indicated. L. Joint Treatment Materials, General: Comply with ASTM C 475. M. Joint Tape:

1. Interior Gypsum Wallboard: Paper. 2. Tile Backing Panels: As recommended by panel manufacturer.

N. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with

other compounds applied on previous or for successive coats. 1. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas, use

setting-type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, flanges of trim

accessories, and fasteners, use setting-type taping compound. a. Use setting-type compound for installing paper-faced metal trim accessories.

E. Fill Coat: For second coat, use setting-type, sandable topping compound. F. Finish Coat: For third coat, use setting-type, sandable topping compound. G. Skim Coat: For final coat of Level 5 finish, use setting-type, sandable topping compound.

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GYPSUM BOARD ASSEMBLIES 09260.4

O. Joint Compound for Tile Backing Panels:

1. Cementitious Backer Units: As recommended by manufacturer.

P. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex sealant

complying with ASTM C 834 that effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90.

Q. Acoustical Sealant for Concealed Joints: Nondrying, nonhardening, nonskinning, nonstaining, gunnable,

synthetic-rubber sealant recommended for sealing interior concealed joints to reduce airborne sound transmission.

R. Auxiliary Materials: Provide auxiliary materials that comply with referenced installation standards and

manufacturer's written recommendations. 1. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.

a. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033

to 0.112 inch thick. b. For fastening cementitious backer units, use screws of type and size recommended by

panel manufacturer. 2. Isolation Strip at Exterior Walls:

a. Asphalt-Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt), nonperforated. b. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener

penetration without foam displacement, 1/8 inch thick, in width to suit steel stud size. 3. Sound Attenuation and Thermal Insulation Blankets: ASTM C 665, Type I (blankets without

membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool. a. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly.

1. TEXTURE FINISH PRODUCTS

A. Primer: OF type recommended by texture finis manufacturer.

B. Polystyrene Aggregated Finish for Ceilings: Factory- packaged proprietary product formulated with polystyrene aggregates for mixing with water at Project site to produce texture indicated below by spray application, with flame spread and smoke developed ratings of not more than 25 according to ASTM E 84.

1. Fine textured finish- Provide sample submitted for approval.

1.4 EXECUTION A. Installing Steel Framing, General: Comply with ASTM C 754, and ASTM C 840 requirements that apply to

framing installation. B. Installing Steel Suspended Ceiling and Soffit Framing:

1. Suspend ceiling hangers plumb and free from contact with insulation or other objects within ceiling

plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means.

2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices.

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GYPSUM BOARD ASSEMBLIES 09260.5

Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards.

3. Attach hangers to structural members. Do not support ceilings from or attach hangers to permanent metal forms, steel deck tabs, steel roof decks, ducts, pipes, or conduit.

4. Screw furring to wood framing. 5. Wire-tie [or clip] furring channels to supports, as required to comply with requirements for

assemblies indicated. 6. Grid Suspension System: Attach perimeter wall track or angle where grid suspension system

meets vertical surfaces. Mechanically join main beam and cross-furring members to each other and butt-cut to fit into wall track.

C. Installing Steel Partition and Soffit Framing:

1. Where studs are installed directly against exterior walls, install isolation strip between studs and

wall. 2. Extend partition framing full height to structural supports or substrates above suspended ceilings,

except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board.

3. Frame door openings to comply with GA-600 and with gypsum board manufacturer's applicable written recommendations, unless otherwise indicated. Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb, unless otherwise indicated. b. Extend jamb studs through suspended ceilings and attach to underside of floor or roof

structure above. 4. Frame openings other than door openings the same as required for door openings, unless

otherwise indicated. Install framing below sills of openings to match framing required above door heads.

D. Z-Furring Members: Erect insulation vertically and hold in place with Z-furring members.

1. Until gypsum board is installed, hold insulation in place with 10-inch staples fabricated from 0.0625-

inch- diameter, tie wire and inserted through slot in web of member. E. Polyethylene Vapor Retarder: Install to comply with requirements specified in Division 7 Section "Building

Insulation." F. Gypsum Board Application: Comply with ASTM C 840 and GA-216.

1. Space screws a maximum of 12 inches o.c. for vertical applications. 2. Space fasteners in panels that are tile substrates a maximum of 8 inches o.c. 3. On ceilings, apply gypsum panels before wall/partition board application to the greatest extent

possible and at right angles to framing, unless otherwise indicated. 4. On partitions/walls, apply gypsum panels as determined best vertically parallel to framing or

horizontally perpendicular to framing, or as required by fire-resistance-rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board. b. At stairwells and other high walls, install panels horizontally, unless otherwise indicated or

required by fire-resistance-rated assembly. 5. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end joints.

Locate edge joints over furring members. 6. Single-Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws. 7. Multilayer Fastening Methods: Fasten base layers and face layers separately to supports with

screws.

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GYPSUM BOARD ASSEMBLIES 09260.6

G. Cementitious Backer Unit Application: ANSI A108.11. H. Installing Trim Accessories: For trim with back flanges intended for fasteners, attach to framing with same

fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. I. Finishing Gypsum Board Assemblies: Treat gypsum board joints, interior angles, edge trim, control joints,

penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. 1. Prefill open joints [, rounded or beveled edges,] and damaged surface areas. 2. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for

tape. 3. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840,

for locations indicated: a. Level 1: Embed tape at joints in ceiling plenum areas, concealed areas, and where

indicated, unless a higher level of finish is required for fire-resistance-rated assemblies and sound-rated assemblies.

b. Level 2: Embed tape and apply separate first coat of joint compound to tape, fasteners, and trim flanges where [panels are substrate for tile and where indicated] [panels are substrate for acoustical tile].

c. Level 3: Embed tape and apply separate first and fill coats of joint compound to tape, fasteners, and trim flanges where indicated. Level 4 is suitable for surfaces receiving light-textured finish wall coverings and flat paints. It is generally the standard exposed finish.

d. Level 4: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view, unless otherwise indicated.

e. Level 5: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges, and apply skim coat of joint compound over entire surface where indicated.

J. Cementitious Backer Units: Finish according to manufacturer's written instructions.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CERAMIC TILE 09310.1

SECTION 09310 - CERAMIC TILE 1.1 GENERAL

A. Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the following

values as determined by testing identical products per ASTM C 1028: 1. Level Surfaces: Minimum 0.6.

B. Submittals: In addition to Product Data for each type of tile and setting material indicated, submit the

following: 1. Samples of each type and composition of tile and for each color and texture required, at least 12

inches square, mounted on braced cementitious backer units, and with grouted joints. 2. Master Grade Certificates: For each shipment, type, and composition of tile, signed by tile

manufacturer and Installer. 1.2 PRODUCTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Tile Products:

As indicated in documents.

2. Tile-Setting and -Grouting Materials:

As indicated in documents.

B. ANSI Ceramic Tile Standard: Provide tile that complies with Standard Grade requirements of

ANSI A137.1, "Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated.

C. ANSI Standards for Tile Installation Materials: Provide materials complying with referenced ANSI

standards. D. Colors, Textures, and Patterns: For tile, grout, and other products requiring selection of colors, surface

textures, patterns, and other appearance characteristics, comply with the following requirements: 1. Provide Architect's selections.

E. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample submittals,

blend tile in the factory and package so tile units taken from one package show the same range in colors as those taken from other packages and match approved Samples.

F. Factory-Applied Temporary Protective Coating: Where indicated under tile type, protect exposed surfaces

of tile against adherence of mortar and grout by pre-coating them with a continuous film of petroleum paraffin wax, applied hot. Do not coat unexposed tile surfaces.

G. Trim Units: Provide tile trim units to match characteristics of adjoining drywall, wall and flat tile and to

comply with the following requirements: 1. Size: As indicated, coordinated with sizes and coursing of adjoining flat tile where applicable.

H. Waterproofing for Thin-Set Tile Installations: Provide products that comply with ANSI A118.10.

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CERAMIC TILE 09310.2

I. Setting Materials: As follows: Provide as per Manufacturers recommended method.

1. Dry-Set Portland Cement Mortar: ANSI A118.1. 2. Latex-Portland Cement Mortar: ANSI A118.4, composed as follows:

a. Prepackaged Dry-Mortar Mix: Factory-prepared mixture of portland cement; dry,

redispersible, ethylene vinyl acetate additive; and other ingredients to which only water needs to be added at Project site.

b. Mixture of Dry-Mortar Mix and Latex Additive: Mixture of prepackaged dry-mortar mix and liquid-latex additive complying with the following requirements: 1) Latex Additive: Styrene butadiene rubber. 2) Latex Additive: Acrylic resin.

3. Water-Cleanable, Tile-Setting Epoxy Adhesive: ANSI A118.3. 4. Chemical-Resistant Furan Mortar: ANSI A118.5, with carbon filler, unless otherwise indicated. 5. Organic Adhesive: ANSI A136.1, Type I.

J. Grouting Materials: As follows: Provide as per manufacturer’s recommended method.

1. Chemical-Resistant Epoxy Grout: ANSI A118.3, color as indicated. a. Provide product capable of resisting continuous and intermittent exposure to temperatures

of up to 140 deg F and 212 deg F respectively, as certified by mortar manufacturer for intended use.

K. Elastomeric Sealants: Provide manufacturer's standard chemically curing, elastomeric sealants of base

polymer and characteristics indicated that comply with applicable requirements of Division 7 Section "Joint Sealants." 1. One-Part, Mildew-Resistant Silicone Sealant: ASTM C 920; Type S; Grade NS; Class 25;

Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, O; formulated with fungicide.

2. Multipart, Pourable Urethane Sealant for Use T: ASTM C 920; Type M; Grade P; Class 25; Uses T, M, A, and, as applicable to joint substrates indicated, O.

3. Chemical-Resistant Sealants: For chemical-resistant floors, provide sealants compatible with chemical-resistant mortars and grouts, approved for use indicated by manufacturers of both mortar/grout and sealant and with chemical-resistance properties equivalent to mortar/grout.

M. Cementitious Backer Units: Provide products complying with ANSI A118.9, of thickness and width

indicated, and in maximum lengths available to minimize end-to-end butt joints. N. Miscellaneous Materials: As follows:

1. Trowelable Underlayments and Patching Compounds: Latex-modified, portland-cement-based

formulation provided or approved by manufacturer of tile-setting materials for installations indicated. 2. Metal Edge Strips: White-zinc-alloy terrazzo strips, 1/8 inch wide at top edge with integral provision

for anchorage to mortar bed or substrate, unless otherwise indicated. 3. Temporary Protective Coating: Provide product indicated below that is formulated to protect

exposed surfaces of tile against adherence of mortar and grout; is compatible with tile, mortar, and grout products; and is easily removable after grouting is completed without damaging grout or tile. a. Petroleum paraffin wax, fully refined and odorless, containing at least 0.5 percent oil with a

melting point of 120 to 140 deg F per ASTM D 87.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CERAMIC TILE 09310.3

b. Grout release in form of manufacturer's standard proprietary liquid coating that is specially formulated and recommended for use as a temporary protective coating for tile.

1.3 EXECUTION

A. Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, verify

that tile has been blended in the factory and packaged so tile units taken from one package show the same range in colors as those taken from other packages and match approved Samples.

B. Field-Applied Temporary Protective Coating: Where indicated under tile type or needed to prevent

adhesion or staining of exposed tile surfaces by grout, protect exposed surfaces of tile against adherence of mortar and grout by pre-coating them with a continuous film of temporary protective coating indicated below, taking care not to coat unexposed tile surfaces: 1. Petroleum paraffin wax, applied hot. 2. Grout release. 3. Petroleum paraffin wax or grout release.

C. ANSI Tile Installation Standards: Comply with parts of ANSI A108 series of tile installation standards in

"Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated.

D. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation

methods indicated. E. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering

without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments.

F. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible

surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.

G. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles on

floor, base, walls, and trim are the same size. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise indicated. Joints are to be 1/8”.

H. Expansion Joints: Locate expansion joints and other sealant-filled joints, including control, contraction, and

isolation joints, where indicated during installation of setting materials, mortar beds, and tile. Do not saw-cut joints after installing tiles. 1. Locate joints in tile surfaces directly above joints in concrete substrates. 2. Prepare joints and apply sealants to comply with requirements of Division 7 Section "Joint

Sealants." I. Grout tile to comply with requirements of ANSI A108.10, unless otherwise indicated. J. Do not install tile over waterproofing until waterproofing has cured and been tested to determine that it is

watertight.

K. Wall Tile Installation: Install types of tile designated for wall installations to comply with requirements

indicated, including those referencing TCA installation methods and ANSI setting-bed standards. See elevations for tiles/color patterns. 1. Install metal lath and scratch coat to walls to comply with ANSI A108.1A, Section 4.1. 2. Joint Widths: Install tile on walls with the following joint widths:

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CERAMIC TILE 09310.4

a. Ceramic Mosaic Tile: 1/16 inch.

3. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying with

applicable special requirements for back buttering of tile in referenced ANSI A108 series of tile installation standards.

L. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of

foreign matter. Use cleaning materials and methods that comply with tile and grout manufacturers' written instructions. 1. Remove temporary protective coating by method recommended by coating manufacturer that is

acceptable to brick and grout manufacturer. Trap and remove coating to prevent it from clogging drains.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

ACOUSTICAL TILE CEILINGS 09512.1

SECTION 09512 - ACOUSTICAL TILE CEILINGS 1.1 GENERAL

A. Submittals: In addition to Product Data for each type acoustical tile and suspension system required,

submit the following: 1. Full-size samples of each acoustical tile type, pattern, and color. 2. Set of 12-inch-long samples of concealed suspension system members, including exposed

moldings, for each color and system type required. B. Fire-Test-Response Characteristics: Provide acoustical tile ceilings that comply with the following

requirements: 1. Fire-response tests were performed by UL, ITS/Warnock Hersey, or another independent testing

and inspecting agency that is acceptable to authorities having jurisdiction and that performs testing and follow-up services.

2. Surface-burning characteristics of acoustical tiles comply with ASTM E 1264 for Class A materials as determined by testing identical products per ASTM E 84.

3. Fire-resistance-rated assemblies, which are indicated by design designations from UL's "Fire Resistance Directory," from ITS/Warnock Hersey's "Directory of Listed Products," or from listings of another testing and inspecting agency, are identical in materials and construction to those tested per ASTM E 119.

4. Products are identified with appropriate markings of applicable testing and inspecting agency. 1.2 PRODUCTS

A. Acoustical Tiles: Manufacturer's standard tiles complying with ASTM E 1264 classifications, unless

otherwise indicated, and with requirements indicated in the Finish and Materials Legend.

B. Metal Suspension System: USG Donn DX 15/16” metal suspension system complying with applicable ASTM C 635 requirements, and with requirements.

C. Finishes and Colors for Metal Suspension System, General: Comply with NAAMM's "Metal Finishes

Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Provide manufacturer's standard factory-applied finish for type of system indicated.

D. Suspension System Attachment Devices: Fabricated from corrosion-resistant materials and sized for five

times design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated. 1. Cast-in-Place and Postinstalled Anchors in Concrete: Cast-in-place, or post-installed expansion or

chemical anchors with holes or loops for attaching hangers of type indicated and with capability to sustain, without failure, a load equal to five times that imposed by ceiling construction, as determined by testing per ASTM E 488, conducted by a qualified testing and inspecting agency.

2. Post-installed Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hangers of type indicated, and with capability to sustain, without failure, a load equal to 10 times that imposed by ceiling construction, as determined by testing per ASTM E 1190, conducted by a qualified testing and inspecting agency.

E. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire complying with ASTM A 641/A 641M,

Class 1 zinc coating, soft temper. Size wire diameter so its stress at three times hanger design load (ASTM C 635, Table 1, Direct Hung) will be less than yield stress of wire, but provide not less than 0.106-inch diameter wire.

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ACOUSTICAL TILE CEILINGS 09512.2

F. Sheet-Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's

standard moldings for edges and penetrations that fit acoustical tile edge details and suspension systems indicated; formed from sheet metal of same material and finish as that used for exposed flanges of suspension system runners.

1.3 EXECUTION

A. General: Install acoustical tile ceilings to comply with publications referenced below per manufacturer's

written instructions and CISCA's "Ceiling Systems Handbook." 1. Standard for Ceiling Suspension Systems Requiring Seismic Restraint: Comply with ASTM E 580. 2. CISCA's Recommendations for Acoustical Ceilings: Comply with CISCA's "Recommendations for

Direct-Hung Acoustical Tile and Lay-in Panel Ceilings--Seismic Zones 0-2." 3. U.B.C.'s "Metal Suspension Systems for Acoustical Tile and for Lay-in Panel Ceilings": U.B.C.

Standard 25-2. B. Secure ceiling hangers from suspension system members to building's structural members. Install

hangers plumb and free from contact with other objects within ceiling plenum. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure; that are appropriate for substrate; and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 1. Do not support ceilings directly from permanent metal forms, or floor or roof deck. Do not attach

hangers to steel deck tabs. 2. Space hangers not more than 48 inches o.c. along each member supported directly from hangers,

unless otherwise indicated; and provide hangers not more than 8 inches from ends of each member.

3. See seismic notes and drawings on reflected ceiling plan for additional seismic requirements. C. Install edge moldings and trim of type indicated at perimeter of acoustical tile ceiling area and where

necessary to conceal edges of acoustical units. D. Install suspension system runners so they are square and securely interlocked with one another. Remove

and replace dented, bent, or kinked members. E. Install acoustical tiles in coordination with suspension system and exposed moldings and trim. Place

splines or suspension system flanges into kerfed edges so tile-to-tile joints are closed by double lap of material. 1. Fit adjoining tile to form flush, tight joints. Scribe and cut tile for accurate fit at borders and around

penetrations through tile. 2. Hold tile field in compression by inserting leaf-type, spring-steel spacers between tile and moldings,

spaced 12 inches o.c. 3. Fabricate access units for special suspension system access members and tile units modified as

required to allow for removal of access units.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

CARPET 09680.1

SECTION 09680 CARPET PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes woven and tufted carpet.

1.2 SUBMITTALS

A. Product Data: For each product indicated. B. Shop Drawings: Include the following:

1. Existing floor materials to be removed. 2. Existing floor materials to remain. 3. Seam locations. 4. Pattern type, repeat, location, direction, and starting point. 5. Pile direction. 6. Insets and borders. 7. Transition, and other accessory strips. 8. Transition details to other flooring materials.

C. Samples: For each for each carpet and exposed accessory and for each color and pattern required. D. Product Schedule: Use same room and product designations indicated on Drawings and in schedules. E. Maintenance data.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who is certified by the Floor Covering Installation Board or who

can demonstrate compliance with its certification program requirements.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Comply with CRI 104, Section 5, "Storage and Handling."

1.5 PROJECT CONDITIONS

A. General: Comply with CRI 104, Section 6.1, "Site Conditions; Temperature and Humidity." B. Environmental Limitations: Do not install carpet and cushion until wet work in spaces is complete and dry,

and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use.

C. Do not install carpet over concrete slabs until slabs have cured and are sufficiently dry to bond with

adhesive and concrete slabs have pH range recommended by manufacturer. 1.6 WARRANTY

A. Carpet Warranty: Manufacturer's standard form in which manufacturer agrees to replace carpet that does

not comply with requirements or that fails within 10 years from date of Substantial Completion. Warranty does not include deterioration or failure of carpet from unusual traffic, failure of substrate, vandalism, or

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CARPET 09680.2

abuse. Failures include, but are not limited to, more than 10 percent loss of face fiber, edge raveling, snags, runs, and delamination.

B. Carpet Cushion Warranty: Manufacturer's standard form agreeing to replace carpet cushion that does not

comply with requirements or that fails within 10 years from date of Substantial Completion. Warranty does not include deterioration or failure of carpet cushion from unusual traffic, failure of substrate, vandalism, or abuse. Failure includes, but is not limited to, permanent indentation or compression.

1.7 EXTRA MATERIALS

A. Furnish extra materials below that are packaged with protective covering for storage and identified with

labels describing contents.

PART 2 - PRODUCTS 2.1 CARPET As scheduled on color and material schedule listed. No substitutions accepted.

A. Critical Radiant Flux Classification: Class I, not less than 0.45 w/sq. cm II, not less than 0.22 w/sq. cm per

ASTM E 648.

PART 3 - EXECUTION 3.1 INSTALLATION

A. Comply with CRI 104, Section 8 Direct Glue-down. B. Maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door in closed

position. Bind or seal cut edges as recommended by carpet manufacturer. C. Install pattern parallel to walls and borders.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

WALL COVERINGS 09720.1

SECTION 09720 – WALL COVERINGS Part 1 - General

1. Summary A. This section includes the following types of wall protection:

1. Wall Covering B. Related Sections: The following sections contain requirements related to this section:

1. Wall panels and door protection; refer to section 10265 Impact resistant wall protection "Wall Coverings"

2. Handrails, Bumper Guards, Crash Rails, Corner Guards, Accent Rails; refer to section 10265 "Walls and Corner Guards"

2. References A. National codes (IBC, UBC, SBCCI, BOCA and Life Safety) B. American Society for Testing and Materials (ASTM) C. Underwriters Laboratories (UL)

3. Submittals A. General: Submit the following in accordance with conditions of contract and Division 1 specification

section 01300. B. Product data and detailed specifications for each system component and installation accessory

required, including installation methods for each type of substrate. C. Shop drawings showing locations, extent and installation details of wall covering products. D. Samples for verification purposes: Submit the following samples, as proposed for this work, for

verification of color, texture, pattern and thickness: 1. Sample of each product specified.

E. Product test reports from a qualified independent testing laboratory showing compliance of each component with requirements indicated.

F. Maintenance data for wall protection system components for inclusion in the operating and maintenance manuals specified in Division 1.

4. Quality Assurance A. Installer qualifications: Engage an installer who has no less than 3 years experience in installation

of wall coverings similar in complexity to those required for this project. B. Manufacturer's qualifications: Not less than 5 years experience in the production of specified

products and a record of successful in-service performance. C. Code compliance: Assemblies should conform to all applicable codes including IBC, UBC, SBCCI,

BOCA and Life Safety. D. Fire performance characteristics: Provide wall coverings with a UL label indicating that they are

identical to those tested in accordance with ASTM-E84-01 (CAN/ULC S102.2) for Class 1 characteristics listed below:

1. Flame spread 25 or less 2. Smoke developed: 450 or less

International Fire Ratings Include: UK: BS476-part 7, Class 1. France: MI. Spain: MI. Germany: DIN 4102, BI Classification. Italy: Class 1.

E. Chemical and stain resistance: Provide wall covering with chemical and stain resistance in accordance with ASTM D-1308.

F. Color Match: Provide wall covering that is color matched in accordance with the following: Delta E difference of no greater than 1.5 using the Hunter (Lab) Scale. Components of the wall protection system manufactured by the same company to ensure compatibility of color, texture and physical properties.

G. Single source responsibility: Provide all components of the wall protection system manufactured by the same company to ensure compatibility of color, texture and physical properties.

5. Delivery, Storage and Handling

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WALL COVERINGS 09720.2

A. Deliver materials to the project site in unopened original factory packaging clearly labeled to show manufacturer.

B. Store materials in original, undamaged packaging in a clean, dry place out of direct sunlight and exposure to the elements. A room temperature of 40-100ºF (4-38ºC) should be maintained.

C. Materials must be stored flat. 6. Project Conditions

A. Materials must be acclimated in an environment of 65-75ºF (18-24ºC) for at least 24 hours prior to beginning the installation.

B. Installation areas must be enclosed and weatherproofed before installation commences.

Part 2 - Products

1. Manufacturers A. As scheduled in documents.

2. Materials A. As scheduled in documents.

3. Fabrication A. General: Fabricate wall covering to comply with requirements indicated for design, dimensions,

detail, finish and sizes. 4. Accessories

A. Product shall be furnished as a complete packaged system, containing all primers and adhesive. Primer and adhesive materials shall be water based and non-hazardous.

Part 3 - Execution

1. Examination A. Verification of conditions: Examine areas and conditions under which work is to be performed and

identify conditions detrimental to proper or timely completion. 1. Do not proceed until unsatisfactory conditions have been corrected.

2. Preparation A. Surface preparation: Prior to installation, clean substrate to remove dirt, debris and loose particles.

Perform additional preparation procedures as required by manufacturer's instructions. B. Protection: Take all necessary steps to prevent damage to material during installation as required

in manufacturer's installation instructions. 3. Installation

A. Install the work of this section in strict accordance with the manufacturer's recommendations, using approved adhesive.

B. Temperature at the time of installation must be between 65-75ºF (18-24ºC) and be maintained for at least 48 hours after the installation to allow for proper adhesive set up.

C. Relative humidity shall not exceed 80%. D. Do not expose wall covering to direct sunlight during or after installation. This will cause the surface

temperature to rise, which in turn will cause bubbles and delamination. 4. Cleaning

A. General: Immediately upon completion of installation, clean wall covering and accessories in accordance with manufacturer's recommended cleaning method.

B. Remove surplus materials, rubbish and debris resulting from installation as work progresses and upon completion of work.

5. Protection A. Protect installed materials to prevent damage by other trades. Use materials that may be easily

removed without leaving residue or permanent stains.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PAINTING 09900.1

SECTION 09900 - PAINTING 1.1 GENERAL

A. This Section includes surface preparation and field painting of exposed exterior and interior items and

surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop

priming and surface treatment specified in other Sections. B. Paint exposed surfaces, except where the paint schedules indicate that a surface or material is not to be

painted or is to remain natural. If the paint schedules do not specifically mention an item or a surface, paint the item or surface the same as similar adjacent materials or surfaces whether or not schedules indicate colors. If the schedules do not indicate color or finish, the Architect will select from standard colors and finishes available.

C. Do not paint pre-finished items, concealed surfaces, finished metal surfaces, operating parts, and labels.

1. Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other code-

required labels or equipment name, identification, performance rating, or nomenclature plates. D. Submittals: For each paint system specified, provide the following:

1. Material List: Provide an inclusive list of required coating materials. Indicate each material and

cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification.

2. Manufacturer's Information: Provide manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material proposed for use.

E. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available for

each type of finish-coat material indicated. After color selection, the Architect will furnish color chips for surfaces to be coated.

F. Samples for Verification: Of each color and material to be applied, with texture to simulate actual

conditions, on representative Samples of the actual substrate. 1. Submit Samples on the following substrates for the Architect's review of color and texture only:

a. Gypsum Wallboard: Two 4 x 8” samples of each finish and color. b. Concrete Masonry: Provide two 4-by-8-inch samples of masonry for each finish and color. c. Painted Wood: Provide two 12-inch- square samples of each color and material on

hardboard. d. Stained: Provide two 4-by-8-inch samples of stained-wood finish on actual wood surfaces. e. Ferrous Metal: Provide two 4-inch- square samples of flat metal and two 8-inch- long

samples of solid metal for each color and finish. G. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system from the

same manufacturer as the finish coats. H. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers bearing

manufacturer's name and label. I. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient

temperature of 45 deg F. Maintain containers in clean condition, free of foreign materials and residue. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily.

J. Project Conditions: Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85

percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PAINTING 09900.2

1.2 PRODUCTS

A. Material Compatibility: Provide block fillers, primers, undercoats, and finish-coat materials that are

compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience.

B. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified.

Paint-material containers not displaying manufacturer's product identification will not be acceptable. C. Colors: Provide color selections made by the Architect and listed in Finish and Material Legend.

1.3 EXECUTION

A. Examine substrates, areas, and conditions under which painting will be performed for compliance with

paint application requirements. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry.

B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the

total system for various substrates. C. Preparation: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures,

and similar items already installed that are not to be painted. If removal is impractical or impossible because of the size or weight of the item, provide surface-applied protection before surface preparation and painting. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved.

D. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could

impair the bond of the various coatings. Remove oil and grease before cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces.

E. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written

instructions for each particular substrate condition. 1. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents.

Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. Use abrasive blast-cleaning methods if recommended by paint manufacturer. a. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If

surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's written instructions.

2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and

sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other

recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried.

b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling.

c. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery.

3. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop coated;

remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

PAINTING 09900.3

cleaning methods that comply with the Steel Structures Painting Council's (SSPC) recommendations. a. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-brush,

clean with solvents recommended by paint manufacturer, and touch up with the same primer as the shop coat.

4. Galvanized Surfaces: Clean galvanized surfaces with non-petroleum-based solvents so surface is

free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods.

F. Materials Preparation: Mix and prepare paint materials according to manufacturer's written instructions.

1. Stir material before application to produce a mixture of uniform density. Stir as required during

application. Do not stir surface film into material. If necessary, remove surface film and strain material before using.

2. Use only thinners approved by paint manufacturer and only within recommended limits. G. Application: Apply paint according to manufacturer's written instructions. Use applicators and techniques

best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to

formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built-in items are in place.

Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection.

5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only.

6. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 7. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces.

a. Sand lightly between each succeeding enamel or varnish coat. b. Mask off areas indicated to achieve the straight smooth lines in the multi color graphic

indicated in elevations. H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise

prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and the film thickness required are the same regardless of application

method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand between applications.

2. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces.

3. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion.

I. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to

manufacturer's written instructions. J. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended

spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer.

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PAINTING 09900.4

K. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled.

L. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by the

manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn through or other defects due to insufficient sealing.

M. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint

work not complying with requirements. N. Field Quality Control: The Owner reserves the right to engage the services of an independent testing

agency to sample the paint material being used. Samples of material delivered to the Project will be taken, identified, sealed, and certified in the presence of the Contractor. 1. The testing agency will perform appropriate tests as required by the Owner. 2. If tests show material being used does not comply with specified requirements, the Contractor shall

remove non-complying paint from the site, pay for testing, and repaint surfaces previously coated with the rejected paint. If necessary, the Contractor may be required to remove rejected paint from previously painted surfaces if, on repainting with specified paint, the 2 coatings are incompatible.

O. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint

materials from the site. 1. After completing painting, clean glass and paint-spattered surfaces. Remove spattered paint by

washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. P. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage

by cleaning, repairing or replacing, and repainting, as approved by Architect. Q. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings

provided by others to protect their work after completing painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced

painted surfaces. Comply with procedures specified in PDCA P1. R. Paint Schedules: Provide the following paint systems for the various substrates indicated:

1. Gypsum Wallboard:

a. First Coat: Fresh Start Primer 02300. b. Second Coat: As scheduled c. Third Coat: As scheduled.

2. Metal doors and frames:

a. First Coat: Acrylic, DTM Acrylic Primer/Finish B66. b. Second Coat: As scheduled. c. Third Coat: As scheduled.

3. Concrete Block:

a. First Coat: M31/32 Block Filler Primer. b. Second Coat: Polyamide Epoxy M36/37. c. Third Coat: Polyamide Epoxy M36/37.

END OF SECTION

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INTERIOR PAINTING 09912.1

SECTION 09912 - INTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes surface preparation and the application of paint systems on the following interior substrates:

1. Concrete. 2. Steel. 3. Wood. 4. Gypsum board.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples: For each finish and for each color and texture required.

C. Product List: Printout of current "MPI Approved Products List" for each product category specified in Part 2, with the proposed product highlighted.

D. LEED Submittals: For Credit EQ 4.2, manufacturers' product data for paints, including printed statement of VOC content and chemical components.

1.3 QUALITY ASSURANCE

A. MPI Standards:

1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List." 2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting

Specification Manual" for products and paint systems indicated.

B. Mockups: Apply benchmark samples of each paint system indicated and each color and finish selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Architect will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3.

a. Wall and Ceiling Surfaces: Provide samples of at least 100 sq. ft. (9 sq. m). b. Other Items: Architect will designate items or areas required.

2. Apply benchmark samples after permanent lighting and other environmental services have been activated.

3. Final approval of color selections will be based on benchmark samples.

a. If preliminary color selections are not approved, apply additional benchmark samples of additional colors selected by Architect at no added cost to Owner.

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INTERIOR PAINTING 09912.2

1.4 EXTRA MATERIALS

A. Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents.

1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. of each material and color applied.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Benjamin Moore Co., Limited, 139 Mulock Ave, Toronto, ON, M6N 1G9; Customer Service: 1(800)361-5898

B. Substitutions: Equal products of other manufacturers approved in advance by the Architect are those of Glidden, Cook Paint and Varnish Co., DuPont, Pratt & Lambert, Pittsburgh Plate Glass Company, Sherwin-Williams, Porter paint Company.

C. Manufacturers written instructions shall be followed for each surface and paint type used but shall be no less than University guidelines from the Department of Facilities.

2.2 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

B. VOC Classification: Provide high-performance coating materials, including primers, undercoats and finish-coat materials that have a VOC classification of 450 g/l or less.

C. Chemical Components of Field-Applied Interior Paints and Coatings: Provide products that comply with the following limits for VOC content, exclusive of colorants added to a tint base, when calculated according to 40 CFR 59, Subpart D (EPA Method 24) and the following chemical restrictions; these requirements do not apply to primers or finishes that are applied in a fabrication or finishing shop:

1. Flat Paints and Coatings: VOC content of not more than 450 g/L or less. 2. Non-flat Paints and Coatings: VOC content of not more than 150 g/L. 3. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent by weight of

total aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 4. Restricted Components: Paints and coatings shall not contain any of the following:

a. Acrolein. b. Acrylonitrile. c. Antimony. d. Benzene. e. Butyl benzyl phthalate. f. Cadmium. g. Di (2-ethylhexyl) phthalate. h. Di-n-butyl phthalate. i. Di-n-octyl phthalate. j. 1,2-dichlorobenzene.

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INTERIOR PAINTING 09912.3

k. Diethyl phthalate. l. Dimethyl phthalate. m. Ethylbenzene. n. Formaldehyde. o. Hexavalent chromium. p. Isophorone. q. Lead. r. Mercury. s. Methyl ethyl ketone. t. Methyl isobutyl ketone. u. Methylene chloride. v. Naphthalene. w. Toluene (methylbenzene). x. 1,1,1-trichloroethane. y. Vinyl chloride.

D. Colors: As selected by Architect from manufacturer's full range.

2.3 BLOCK FILLERS

A. Interior/Exterior Latex Block Filler: MPI #4.

1. VOC Content: E Range of E2

2.4 PRIMERS/SEALERS

A. Interior Latex Primer/Sealer: MPI #50.

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1

B. Interior Alkyd Primer/Sealer: MPI #45.

1. VOC Content: E Range of E1

C. Wood-Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint systems indicated.

2.5 METAL PRIMERS

A. Alkyd Anticorrosive Metal Primer: MPI #79.

1. VOC Content: E Range of E1

B. Quick-Drying Alkyd Metal Primer: MPI #76.

1. VOC Content: E Range of E1

C. Rust-Inhibitive Primer (Water Based): MPI #107.

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1

D. Cementitious Galvanized-Metal Primer: MPI #26.

1. VOC Content: E Range of E1.

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INTERIOR PAINTING 09912.4

E. Waterborne Galvanized-Metal Primer: MPI #134.

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1

F. Vinyl Wash Primer: MPI #80.

1. VOC Content: E Range of E2.

G. Quick-Drying Primer for Aluminum: MPI #95.

1. VOC Content: E Range of E1

2.6 WOOD PRIMERS

A. Interior Latex-Based Wood Primer: MPI #39.

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1.

2.7 LATEX PAINTS

A. Interior Latex (Flat): MPI #53 (Gloss Level 1).

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1.

B. Interior Latex (Low Sheen): MPI #44 (Gloss Level 2).

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1.

C. Interior Latex (Eggshell): MPI #52 (Gloss Level 3).

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1.

D. Interior Latex (Satin): MPI #43 (Gloss Level 4).

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1.

E. Interior Latex (Semi gloss): MPI #54 (Gloss Level 5).

1. VOC Content: E Range of [of E1 2. Environmental Performance Rating: EPR 1.

F. Interior Latex (Gloss): MPI #114 (Gloss Level 6, except minimum gloss of 65 units at 60 deg).

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 1.

G. Institutional Low-Odor/VOC Latex (Flat): MPI #143 (Gloss Level 1).

1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 4.

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INTERIOR PAINTING 09912.5

H. Institutional Low-Odor/VOC Latex (Low Sheen): MPI #144 (Gloss Level 2).

1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 4.5.

I. Institutional Low-Odor/VOC Latex (Eggshell): MPI #145 (Gloss Level 3).

1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 4.5.

J. Institutional Low-Odor/VOC Latex (Semi gloss): MPI #147 (Gloss Level 5).

1. VOC Content: E Range of E3. 2. Environmental Performance Rating: EPR 3

K. High-Performance Architectural Latex (Low Sheen): MPI #138 (Gloss Level 2).

1. VOC Content: E Range of E1 2. Environmental Performance Rating: EPR 4.

L. High-Performance Architectural Latex (Eggshell): MPI #139 (Gloss Level 3).

1. VOC Content: E Range of E2 2. Environmental Performance Rating: EPR 5.

M. High-Performance Architectural Latex (Satin): MPI #140 (Gloss Level 4).

1. VOC Content: E Range of E1. 2. Environmental Performance Rating: EPR 4.5.

N. High-Performance Architectural Latex (Semi gloss): MPI #141 (Gloss Level 5).

1. VOC Content: E Range of E1. 2. Environmental Performance Rating: EPR 5.

O. Exterior Latex (Flat): MPI #10 (Gloss Level 1).

1. VOC Content: E Range of E1.

P. Exterior Latex (Semi gloss): MPI #11 (Gloss Level 5).

1. VOC Content: E Range of E1.

Q. Exterior Latex (Gloss): MPI #119 (Gloss Level 6, except minimum gloss of 65 units at 60 deg).

1. VOC Content: E Range of E1.

2.8 ALKYD PAINTS

A. Interior Alkyd (Flat): MPI #49 (Gloss Level 1).

1. VOC Content: E Range of E1.

B. Interior Alkyd (Eggshell): MPI #51 (Gloss Level 3).

1. VOC Content: E Range of E1.

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INTERIOR PAINTING 09912.6

C. Interior Alkyd (Semi gloss): MPI #47 (Gloss Level 5).

1. VOC Content: E Range of E1. 2. Environmental Performance Rating: EPR 1.

D. Interior Alkyd (Gloss): MPI #48 (Gloss Level 6).

1. VOC Content: E Range of E1.

2.9 QUICK-DRYING ENAMELS

A. Quick-Drying Enamel (Semi gloss): MPI #81 (Gloss Level 5).

1. VOC Content: E Range of E1.

B. Quick-Drying Enamel (High Gloss): MPI #96 (Gloss Level 7).

1. VOC Content: E Range of E1.

2.10 TEXTURED COATING

A. Latex Stucco and Masonry Textured Coating: MPI #42.

1. VOC Content: E Range of E2

2.11 DRY FOG/FALL COATINGS

A. Latex Dry Fog/Fall: MPI #118.

1. VOC Content: E Range of E1. 2. Environmental Performance Rating: EPR 1.

B. Waterborne Dry Fall: MPI #133.

1. VOC Content: E Range of E1. 2. Environmental Performance Rating: EPR 1.

C. Interior Alkyd Dry Fog/Fall: MPI #55.

1. VOC Content: E Range of E1.

2.12 ALUMINUM PAINT

A. Aluminum Paint: MPI #1.

1. VOC Content: E Range of E1.

2.13 FLOOR COATINGS

A. Interior/Exterior Clear Concrete Floor Sealer (Water Based): MPI #99.

1. VOC Content: E Range of E1.

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INTERIOR PAINTING 09912.7

B. Interior/Exterior Clear Concrete Floor Sealer (Solvent Based): MPI #104.

1. VOC Content: E Range of E1.

C. Interior/Exterior Latex Floor and Porch Paint (Low Gloss): MPI #60 (maximum Gloss Level 3).

1. VOC Content: E Range of E2. 2. Environmental Performance Rating: EPR 3.

D. Exterior/Interior Alkyd Floor Enamel (Gloss): MPI #27 (Gloss Level 6).

1. VOC Content: E Range of E1. 2. Additives: Manufacturer's standard additive to increase skid resistance of painted surface.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work.

B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:

1. Concrete: 12 percent. 2. Masonry (Clay and CMU): 12 percent. 3. Wood: 15 percent. 4. Gypsum Board: 12 percent. 5. Plaster: 12 percent.

C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.

D. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.

1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions.

3.2 PREPARATION AND APPLICATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

B. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants.

1. Remove incompatible primers and re-prime substrate with compatible primers as required to produce paint systems indicated.

C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

D. Painting Mechanical and Electrical Work: Paint items exposed in equipment rooms and occupied spaces including, but not limited to, the following:

1. Mechanical Work:

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INTERIOR PAINTING 09912.8

a. Un-insulated metal piping. b. Un-insulated plastic piping. c. Pipe hangers and supports. d. Tanks that do not have factory-applied final finishes. e. Visible portions of internal surfaces of metal ducts, without liner, behind air inlets and

outlets. f. Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other

paintable jacket material. g. Mechanical equipment that is indicated to have a factory-primed finish for field painting.

2. Electrical Work:

a. Switchgear. b. Panelboards. c. Electrical equipment that is indicated to have a factory-primed finish for field painting.

E. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.

F. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.3 INTERIOR PAINTING SCHEDULE

A. See drawings for schedule of interior paint.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TOILET COMPARTMENTS 10155.1

SECTION 10155 - TOILET COMPARTMENTS 1.1 GENERAL

A. Submittals: Include the following:

1. Product Data: For each type of toilet compartment and screen specified. 2. Shop Drawings: For fabrication and installation of toilet compartment and screen assemblies. 3. Samples: Manufacturer's color charts consisting of sections of actual units showing the full range

of colors, textures, and patterns available for each type of compartment or screen indicated. 1.2 PRODUCTS

A. Manufacturers: Subject to compliance with requirements, provide products listed on the drawings.

B. Steel Sheets for Color-Coated Finish: Provide mill-phosphatized steel sheet, in manufacturer's standard

baked finish and thicknesses, that is leveled to stretcher-leveled flatness and that complies with the requirements of ASTM A 591 Class C; or ASTM A 653 in manufacturer's standard coating designation.

C. Partitions color shall be as scheduled in documents. D. Core Material for Metal-Faced Units: Manufacturer's standard sound-deadening honeycomb of resin-

impregnated kraft paper in thickness required to provide finished thickness of 1 inch minimum for doors, panels, and screens and 1-1/4 inches minimum for pilasters.

E. Pilaster Shoes and Sleeves (Caps): ASTM A 666, Type 302 or 304 stainless steel, not less than 0.0312

inch thick and 3 inches (high, finished to match hardware. F. Stirrup Brackets: Manufacturer's standard ear or U-brackets for attaching panels and screens to walls and

pilasters of chrome-plated, nonferrous, cast zinc alloy (zamac) or clear-anodized aluminum. G. Hardware and Accessories: Manufacturer's standard design, heavy-duty operating hardware and

accessories of chrome-plated, nonferrous, cast zinc alloy (zamac) or clear-anodized aluminum. H. Heat-Sink Strip: Manufacturer's standard continuous, extruded-aluminum strip in manufacturer's standard

finish. I. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel or chrome-

plated steel or brass, finished to match hardware, with theft-resistant-type heads. Provide sex-type bolts for through-bolt applications. For concealed anchors, use hot-dip galvanized or other rust-resistant, protective-coated steel.

J. Fabrication: As follows:

1. Provide standard doors, panels, screens, and pilasters fabricated for compartment system. Provide

units with cutouts and drilled holes to receive compartment-mounted hardware, accessories, and grab bars, as indicated. a. Provide internal reinforcement in metal units for compartment-mounted hardware,

accessories, and grab bars, as indicated. 2. Wall-Hung Screens: Provide units in sizes indicated of same construction and finish as

compartment panels, unless otherwise indicated. 3. Doors: Unless otherwise indicated, provide 24-inch- wide in-swinging doors for standard toilet

compartments and 36-inch- wide out-swinging doors with a minimum 32-inch- wide clear opening for compartments indicated to be handicapped accessible. a. Hinges: Manufacturer's standard self-closing type that can be adjusted to hold door open at

any angle up to 90 degrees.

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TOILET COMPARTMENTS 10155.2

b. Latch and Keeper: Recessed latch unit designed for emergency access and with combination rubber-faced door strike and keeper. Provide units that comply with accessibility requirements of authorities having jurisdiction at compartments indicated to be handicapped accessible.

c. Coat Hook: Manufacturer's standard combination hook and rubber-tipped bumper, sized to prevent door from hitting compartment-mounted accessories.

d. Door Bumper: Manufacturer's standard rubber-tipped bumpers at out-swinging doors or entrance screen doors.

e. Door Pull: Manufacturer's standard unit that complies with accessibility requirements of authorities having jurisdiction at out-swinging doors. Provide units on both sides of doors at compartments indicated to be handicapped accessible.

1.3 EXECUTION

A. Installation: Comply with manufacturer's written installation instructions. Install units rigid, straight, plumb,

and level. Provide clearances of not more than 1/2 inch between pilasters and panels and not more than 1 inch between panels and walls. Secure units in position with manufacturer's recommended anchoring devices. 1. Secure panels to walls and panels with not less than 2 stirrup brackets attached near top and

bottom of panel. Locate wall brackets so holes for wall anchors occur in masonry or tile joints. Align brackets at pilasters with brackets at walls.

B. Overhead-Braced-and-Floor-Anchored Compartments: Secure pilasters to floor and level, plumb, and

tighten. Secure continuous head rail to each pilaster with not less than 2 fasteners. Hang doors and adjust so tops of doors are parallel with overhead brace when doors are in closed position.

C. Wall-Hung Screens: Attach with anchoring devices according to manufacturer's written instructions and to

suit supporting structure. Set units level and plumb and to resist lateral impact. D. Hardware Adjustment: Adjust and lubricate hardware according to manufacturer's written instructions for

proper operation. Set hinges on in-swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out-swinging doors and swing doors in entrance screens to return to fully closed position.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

IMPACT-RESISTANT WALL PROTECTION 10265.1

SECTION 10265 IMPACT-RESISTANT WALL PROTECTION PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes the following:

1. Wall guards. 2. Corner guards. 3. Wall coverings.

B. See Division 8 Section "Door Hardware" for stainless-steel mop, kick, armor, and push plates.

1.2 SUBMITTALS

A. Product Data: For each product indicated. B. Samples: For each for each unit and for each color and texture required.

1.3 QUALITY ASSURANCE

A. Fire-Test-Response Characteristics: Provide components with flame-spread and smoke-developed

indices of not more than 25 and 450, respectively, when tested per ASTM E 84 by a testing agency acceptable to authorities having jurisdiction.

PART 2 - PRODUCTS 2.1 MANUFACTURERS

A. Manufacturers: As indicated in documents.

2.2 MATERIALS

A. Extruded Plastic: Textured, chemical- and stain-resistant, high-impact-resistant, PVC or acrylic-modified

vinyl plastic; thickness as indicated; with a minimum impact resistance of 25.4 ft-lbf/in. of width when tested according to ASTM D 256, Test Method A.

B. Adhesive: Recommended by manufacturer for use with material on substrate indicated.

2.3 WALL GUARDS

A. Color: Matching plastic cover.

B. Surface-Mounted, Recessed Corner Guards:

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IMPACT-RESISTANT WALL PROTECTION 10265.2

Materials

1. Stainless Steel: 16 Gage, 90 degree, custom angle per plans, or end cap, mastic applied, surface

mounted, mount from finished floor to 7'-0" above finish floor or as noted on drawings. 2. Clear Plastic: Clear, transparent polycarbonate or copolymer plastic; with 90-degree turn, unless

otherwise indicated; mounting holes 8 inches o.c.; and formed edges. For use in dining area as indicated in documents

4. Wing Size: As scheduled. 5. Mounting: As indicated in documents.

2.7 IMPACT-RESISTANT WALL COVERINGS

A. Semirigid Sheet Wall Covering: Embossed, fiber-backed, impact-resistant plastic sheets, chemical and

stain resistant. 1. Basis-of-Design Product: Kemlite Glasbord-P Class C, Fire Rated. 2. Sheet Size: 48 by 120 inches 3. Sheet Thickness: .09 inch 4. Trim: Manufacturer's standard, matching moldings and trim as required for complete installation. 5. Finish: Smooth Texture.

2.9 FINISHES A. Plastic Color: As scheduled.

1. Aluminum: Anodic coating clear, Class II complying with AAMA 607.1. PART 3 - EXECUTION 3.1 INSTALLATION

A. Preparation: Complete finishing operations, including painting, before installing impact-resistant wall

protection system components. Before installation, clean substrate to remove dust, debris, and loose particles.

B. Install impact-resistant wall protection system components level, plumb, and true to line without distortions.

1. Do not use materials with chips, cracks, voids, stains, or other defects that might be visible in the

finished Work. C. Where splices occur in horizontal runs of more than 20 feet splice aluminum retainers and plastic covers at

different locations along the run. D. Immediately on completion of installation, clean plastic covers and accessories using standard ammonia-

based household cleaning agent. Clean metal components according to manufacturer's written instructions. 1. Remove excess adhesive using methods and materials recommended by manufacturer.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

FACTORY BUILT FIREPLACES 10305.1

SECTION 10305 – FACTORY BUILT FIREPLACES PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes factory built gas fireplaces.

1.2 RELATED SECTIONS

A. See Division 15 for Mechanical. B. See Division 16 for Electrical.

1.3 SUBMITTALS

A. Manufacturer’s product data.

B. Shop Drawings: Submit shop drawings for fabrication and installation.

1.4 QUALITY ASSURANCE

A. Install per manufacturers installation instructions. B. Fireplace products shall comply with all local building codes and regulations. In additions, products must

have the following approvals and meet the following specifications:

a. CSA 2.22 b. ANSI Z21.50

1.5 DELIVERY, STORAGE, AND HANDLING

A. Delivery of all products shall be scheduled so as to allow for prompt installation immediately following

delivery. All materials shall be fully protected from damage from other trades as well as damage from inclement weather and other unforeseen job site hazards.

1.6 WARRANTY

A. General: Fireplace manufacturer’s warranty specified in this Section shall not deprive Owner of other rights Owner may have under other provisions of Contract Documents and shall be in addition to, and run concurrent with other warranties made by Contractor under requirements of Contract Documents.

B. Fireplace Manufacturer’s Warranty: Manufacturer's standard form in which manufacturer agrees to repair

or replace components of fireplace that fail in materials within specified warranty period. 1. Warranty Period: Limited Lifetime Warranty from date of Substantial Completion.

a. Wearable componets such as blowers, gas valves, etc. will be warranted for the first year

only. b. Specific parts covered by the Lifetime Warranty include: the combustion chamber heat

exchanger, stainless steel burner, logs, ceramic enameled surfaces and aluminum extrusion trim.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

FACTORY BUILT FIREPLACES 10305.2

PART 2 - PRODUCTS 2.1 MANUFACTURER

A. All fireplaces and required accessories shall be manufacturerd and approved by Napoleon Quality

Fireplaces, Inc.and shall be provided by Owners approved contractor indicated in documents 2.2 NATURAL VENT GAS FIREPLACE

A. Model: Refer to documents. All indicated and required accessories as stated within the drawings and specifications.

PART 3 - EXECUTION 3.1 INSTALLATION

A. Install in accordance with the manufacturer’s recommendations anchoring all components firmly into

position for long life under hard use.

B. Upon completion of installation, visually inspect all exposed sufaces. Touch up scratches and abrasions with touch up paint recommended by the manufacturer, making imperfection invisible to the unaided eye from a distance of five feet.

3.2 ADJUST AND CLEAN

A. Adjust and clean unit for proper operation.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

FIRE-PROTECTION SPECIALTIES 10520.1

SECTION 10520 - FIRE-PROTECTION SPECIALTIES 1.1 GENERAL

A. Submittals: Submit the following:

1. Product Data: Include construction details, material descriptions, dimensions of individual

components and profiles, and finishes for fire-protection specialties. a. Fire Extinguishers: Include rating and classification.

2. Samples for Initial Selection: Manufacturer's color charts consisting of units or sections of units

showing the full range of colors, textures, and patterns available for each type of cabinet finish indicated.

3. Samples for Verification: For each type of exposed cabinet finish required, prepared on Samples of same thickness and material indicated for the Work. If finishes involve normal color and texture variations, include sample sets showing the full range of variations expected.

B. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Standard for Portable

Fire Extinguishers." C. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency

acceptable to authorities having jurisdiction. D. Coordinate size of cabinets to ensure that type and capacity of fire extinguishers indicated are

accommodated. E. Coordinate size of cabinets to ensure that type and capacity of hoses, hose valves, and hose racks

indicated are accommodated. 1.2 PRODUCTS

A. Portable Fire Extinguishers: Provide fire extinguishers of type, size, and capacity for each cabinet and

other locations indicated. 1. Fire extinguisher type, size and capacity according to local Fire Marshall.

B. Fire-Protection Cabinets: Provide manufacturer's standard box (tub), with trim, frame, door, and hardware

to suit cabinet type, trim style, and door style indicated. Weld joints and grind smooth. Miter and weld perimeter door frames. 1. Fire-Rated Cabinets: Listed and labeled to meet requirements of ASTM E 814 for fire-resistance

rating of wall where it is installed. 2. Cabinet Type: Suitable for the following:

a. Fire extinguisher.

1. Larson’s Manufacturing Co. Architectural Vertical DVD Door provides special colors available for Architect selection.

3. Cabinet Mounting: Suitable for the following mounting conditions:

a. Recessed: Cabinet box recessed in walls of sufficient depth to suit style of trim indicated.

4. Cabinet Trim Style: Fabricate cabinet trim in one piece with corners mitered, welded, and ground

smooth. a. Exposed Trim: One-piece combination trim and perimeter door frame overlapping

surrounding wall surface with exposed trim face and wall return at outer edge (backbend).

5. Cabinet Trim Material: Manufacturer's standard, as follows:

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

FIRE-PROTECTION SPECIALTIES 10520.2

a. Same metal and finish as door. 6 Door Material: Manufacturer's standard, as follows:

a. Steel sheet.

7. Door Glazing: Manufacturer's standard, as follows:

Per code requirements.

8. Door Style: Manufacturer's standard design, as follows:

a. Vertical duo panel with frame.

9. Door Hardware: Provide manufacturer's standard door-operating hardware of proper type for

cabinet type, trim style, and door material and style indicated. Provide either lever handle with cam-action latch, or exposed or concealed door pull and friction latch. Provide concealed or continuous-type hinge permitting door to open 180 degrees.

C. Accessories: Provide the following:

1. Mounting Brackets: Manufacturer's standard steel, designed to secure extinguisher, of sizes

required for types and capacities of extinguishers indicated, with plated or baked-enamel finish. 2. Lettered Door Handle: Provide one-piece, cast-iron door handle with the word "FIRE" embossed

into face. 3. Identification: Provide lettering to comply with authorities having jurisdiction for letter style, color,

size, spacing, and location. Locate as indicated by Architect. a. Application Process: Vinyl letters. b. Lettering Color: Black. c. Orientation: Horizontal.

D. Cabinet and Door Finishes: Provide manufacturer's standard baked-enamel paint for the following:

1. Exterior of cabinets and doors, except for those surfaces indicated to receive another finish. 2. Interior of cabinets and doors.

E. Steel Finishes: Clean surfaces of dirt, oil, grease, mill scale, rust, and other contaminants that could impair

paint bond using manufacturer's standard methods. 1. Baked-Enamel Finish: Immediately after cleaning and pre-treating, apply manufacturer's standard

two-coat, baked-enamel finish consisting of prime coat and thermosetting topcoat. Comply with paint manufacturer's written instructions for applying and baking to achieve a minimum dry film thickness of 2 mils. a. Color and Gloss: As selected by Architect from manufacturer's full range.

1.3 EXECUTION

A. Comply with manufacturer's written instructions for installing fire-protection specialties. B. Install in locations and at mounting heights indicated or, if not indicated, at heights acceptable to

authorities having jurisdiction. 1. Prepare recesses for cabinets as required by type and size of cabinet and trim style. 2. Fasten mounting brackets to structure and cabinets, square and plumb.

C. Adjust cabinet doors that do not swing or operate freely.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TOILET AND BATH ACCESSORIES 10801.1

SECTION 10801 TOILET AND BATH ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes the following:

1. Toilet and bath accessories. 2. Under lavatory guards.

1.2 SUBMITTALS

A. Product Data: For each product indicated. B. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each accessory

required. Use room and product designations indicated on Drawings. PART 2 - PRODUCTS 2.1 MANUFACTURERS

A. Manufacturers: As scheduled in documents.

2.2 MATERIALS

A. Stainless Steel: ASTM A 666, Type 304, 0.0312-inch minimum nominal thickness, unless otherwise

indicated. Finish as scheduled. B. Brass: ASTM B 19, ASTM B 16 or ASTM B 30 castings. C. Steel Sheet: ASTM A 366/A 366M, 0.0359-inch minimum nominal thickness. D. Galvanized Steel Sheet: ASTM A 653/A 653M, G60. E. Chromium Plating: ASTM B 456, Service Condition Number SC 2 (moderate service). F. Baked-Enamel Finish: Factory-applied, finish as scheduled, baked-acrylic-enamel coating. G. Mirror Glass: ASTM C 1036, Type I, Class 1, Quality q2, nominal 6.0 mm thick, with silvering,

electroplated copper coating, and protective organic coating complying with FS DD-M-411. H. Galvanized Steel Mounting Devices: ASTM A 153/A 153M, hot-dip galvanized after fabrication. I. Fasteners: Screws, bolts, and other devices of same material as accessory unit, tamper and theft resistant

when exposed, and of galvanized steel when concealed. J. Keys: Provide universal keys for internal access to accessories for servicing and re-supplying. Provide

minimum of six <Insert number> keys to Owner's representative. 2.3 TOILET AND BATH ACCESSORIES

A. Paper Towel Dispenser as scheduled.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

TOILET AND BATH ACCESSORIES 10801.2

B. Toilet Tissue Dispenser as scheduled. C. Waste Receptacle as scheduled.

D. Liquid-Soap Dispenser as scheduled.

E. Grab Bar as scheduled.

F. Vendor Bobrick as scheduled.

G. Sanitary Napkin Disposal as scheduled.

H. Facial Tissue Dispenser as scheduled.

I. Diaper Changing Station as scheduled.

J. Purse shelf as scheduled. K. Toilet Signage as scheduled.

PART 3 - EXECUTION 3.1 INSTALLATION

A. Install accessories using fasteners appropriate to substrate indicated and recommended by unit

manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. 1. Install grab bars to withstand a downward load of at least 250 lbf, when tested according to method

in ASTM F 446. B. Adjust accessories for unencumbered, smooth operation and verify that mechanisms function properly.

Replace damaged or defective items. Remove temporary labels and protective coatings.

END OF SECTION

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

FOOD SERVICE EQUIPMENT 11400.1

SECTION 11400 - FOOD SERVICE EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes food service equipment. B. See Division 15 Sections for supply and exhaust fans; exhaust ductwork; service roughing-ins; drain traps;

atmospheric vents; valves, pipes, and fittings; fire-extinguishing systems; and other materials required to complete food service equipment installation.

C. See Division 16 Sections for connections to fire alarm systems, wiring, disconnects, and other electrical

materials required to complete food service equipment installation. D. Coordinate as required with other trades to assure proper and adequate provision in the work of those

trades for interface with the work of the Section, including but not limited to:

1. Wood blocking. 2. Anchors and misc. metal items. 3. Services: Water, sewer, gas, electricity and telephone/communications.

1.2 SUBMITTALS

A. Product Data: For each type of food service equipment indicated. B. Shop Drawings: Include plans, elevations, sections, wiring diagrams roughing-in dimensions, fabrication

details, service requirements, and attachments to other Work. 1. Piping Diagrams: Detail piping systems and differentiate between manufacturer-installed and field-

installed piping. C. Coordination Drawings: Drawn to scale and coordinating locations of food service equipment and service

utilities. Key equipment with item numbers and descriptions indicated in Contract Documents. Include plans and elevations of equipment, access- and maintenance-clearance requirements, details of concrete or masonry bases and floor depressions, and service-utility characteristics.

D. Samples: For each exposed finish and for each color and texture required. E. Refrigeration System Product Certificates: Signed by manufacturers or their authorized agents certifying

that systems furnished will maintain operating temperatures indicated in the areas or equipment that they will serve.

F. Maintenance Data: Include a product schedule.

1. Product Schedule: For each food service equipment item, include item number and description

indicated in Contract Documents, manufacturer's name and model number, and authorized service agencies' addresses and telephone numbers.

1.3 QUALITY ASSURANCE

A. NFPA Codes: Comply with the following:

1. NFPA 17, "Dry Chemical Extinguishing Systems." 2. NFPA 17A, "Wet Chemical Extinguishing Systems." 3. NFPA 54, "National Fuel Gas Code." 4. NFPA 70, "National Electrical Code."

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

FOOD SERVICE EQUIPMENT 11400.2

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

C. AGA Certification: Provide gas-burning appliances certified by AGA. D. ASME Compliance: Fabricate and label steam-generating and closed steam-heating equipment to comply

with ASME Boiler and Pressure Vessel Code. E. ASHRAE Compliance: Provide mechanical refrigeration systems complying with ASHRAE 15, "Safety

Code for Mechanical Refrigeration." F. NSF Standards: Comply with applicable NSF standards and criteria and provide NSF Certification Mark on

each equipment item, unless otherwise indicated. G. ANSI Standards: Comply with applicable ANSI standards for electric-powered and gas-burning

appliances; for piping to compressed-gas cylinders; and for plumbing fittings, including vacuum breakers and air gaps, to prevent siphonage in water piping.

H. Seismic Restraints: Provide seismic restraints for food service equipment according to the Sheet Metal

and Air Conditioning Contractors National Association's (SMACNA) "Kitchen Equipment Fabrication Guidelines," Appendix 1, "Guidelines for Seismic Restraints of Kitchen Equipment," unless otherwise indicated.

I. Preinstallation Conference: Conduct conference in accordance with Owner direction.

1.4 PROJECT CONDITIONS

A. Field Measurements: Verify dimensions of food service equipment installation areas by field

measurements and indicate measurements on Shop Drawings and Coordination Drawings. B. Coordinate equipment layout and installation with other work, including light fixtures, HVAC equipment,

fire-suppression system components, service-utility connections, concrete bases, positive slopes to drains, floor depressions, insulated floors, equipment supports, and roof curbs and penetrations.

1.5 WARRANTY

A. Refrigeration Compressor Warranty: Manufacturer's standard form in which manufacturer agrees to repair

or replace compressors that fail in materials and workmanship in compliance with Owner/Manufacturer Master Agreement. Failure includes breakage and faulty operation.

PART 2 - PRODUCTS

A. Refer to documents for full product listings.

PART 3 - EXECUTION 3.1 INSTALLATION

A. Preparation: Examine roughing-in for piping, mechanical, and electrical systems to verify locations of

connections before installation. B. General: Install food service equipment level, plumb and with access and maintenance clearances

according to manufacturer's written instructions, referenced standards, and requirements of authorities having jurisdiction.

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PANERA, LLC BAKERY CAFÉ # 1886 10105 Canal Crossing Drive Brunswick, GA 31525

FOOD SERVICE EQUIPMENT 11400.3

C. Service Line Cutouts: Locate where required to run service lines through equipment to make final connections, form neatly.

D. Fixed Equipment: Securely anchor and attach items and accessories to walls, floors, or bases with

stainless-steel fasteners, unless otherwise indicated. E. Base-Mounted Equipment: Install cabinets and similar equipment on concrete or masonry bases in a bed

of sealant. F. Seismic Restraints: Install according to referenced SMACNA standard. G. Trim: Install trim strips and similar items requiring fasteners in a bed of sealant. Fasten with stainless-

steel fasteners at 48 inches o.c. maximum. H. Sealant Joints: Install sealant in joints between equipment and abutting surfaces with continuous joint

backing, unless otherwise indicated. Provide airtight, watertight, vermin-proof, sanitary joints. 3.2 DEMONSTRATION

A. Startup Services:

1. Coordinate food service equipment startup with service-utility testing, balancing, and adjustments. 2. Remove protective coverings and clean and sanitize equipment, both inside and out, and relamp

equipment with integral lighting. 3. Test refrigeration equipment's ability to maintain specified operating temperature under heavy-use

conditions. Repair or replace equipment that does not maintain specified operating temperature. 4. Test water, drain, gas, steam, oil, refrigerant, and liquid-carrying components for leaks. Repair or

replace leaking components. B. Demonstration: Engage a factory-authorized services representative to train Owner’s maintenance

personnel to adjust, operate, and maintain each item of food service equipment. Refer to Division I Section.

END OF SECTION