HomeMy WebLinkAbout19M01_PURE PHARMACY_Specs_4.30.2019
ARCHITECT
M. D. ARCHITECTS, PC
9084 Technology Drive
Suite 200
Fishers, IN 46038
tel. 317.558.2822
fax 317.558.2827
www.mdarchitects.com
SPECIFICATION MANUAL
Issue Date: April, 30, 2019
PURE PHARMACY 12425 OLD MERIDIAN STREET, SUITE B3, CARMEL IN 46032
19M01
Pure Pharmacy 00 0101 - 1
PROJECT TITLE PAGE
SECTION 00 0101
PROJECT TITLE PAGE
END OF SECTION
19M01
Pure Pharmacy 00 0102 - 1
PROJECT INFORMATION
SECTION 00 0102
PROJECT INFORMATION
PART 1 GENERAL
1.01 PROJECT IDENTIFICATION
A.Project Name: Pure Pharmacy, located at:
B.Owner's Project Number: 19M01.
12425 Old Meridian St., Suite B3.
Carmel, IN 46032.
C.The Owner, hereinafter referred to as Owner: Linda Hayes
1.02 NOTICE TO PROSPECTIVE BIDDERS
A.These documents constitute an Invitation to Bid to General Contractors for the construction of
the project described below.
1.03 PROJECT DESCRIPTION
A.Summary Project Description: Existing, vacant office remodel of approximately 1583 square
feet into a compounding pharmacy.
B.Contract Terms: Lump sum (fixed price, stipulated sum).
C.The currently occupied premises at the project site are open for examination by bidders only
during the following hours:
1.Monday through Friday: ________ to ________.
1.04 PROJECT CONSULTANTS
A.The Architect, hereinafter referred to as Architect: MD Architects P.C..
1.Address: 9084 Technology Drive - Suite 200.
2.City, State, Zip: Fishers, IN 46038.
3.Phone/Fax: (317) 558-2822.
4.E-mail: peterw@mdarchitects.com.
1.05 PROCUREMENT TIMETABLE
A.Pre-Bid Site Tour: ____ at ____.
B.Last Request for Substitution Due: 7 days prior to due date of bids.
C.Last Request for Information Due: 7 days prior to due date of bids.
D.Bid Due Date: as stated on bid form, before 1 PM Eastern time.
E.Bids May Not Be Withdrawn Until: 60 days after due date.
F.Contract Time: To be stated in bid documents.
G.The Owner reserves the right to change the schedule or terminate the entire procurement
process at any time.
1.06 PROCUREMENT DOCUMENTS
A.Availability of Documents: Complete sets of procurement documents may be obtained in
electronic (PDF) format from the Architect at no cost.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
19M01
Pure Pharmacy 00 0110 - 1
TABLE OF CONTENTS
SECTION 00 0110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS
A.00 0101 - Project Title Page
B.00 0102 - Project Information
C.00 0110 - Table of Contents
D.00 0115 - List of Drawing Sheets
E.00 2113 - Instructions to Bidders
F.00 3100 - Available Project Information
G.00 4000 - Procurement Forms and Supplements
H.00 4100 - Bid Form
I.00 5000 - Contracting Forms and Supplements
SPECIFICATIONS
2.01 DIVISION 01 -- GENERAL REQUIREMENTS
A.01 1000 - Summary
B.01 2000 - Price and Payment Procedures
C.01 3000 - Administrative Requirements
D.01 4000 - Quality Requirements
E.01 5000 - Temporary Facilities and Controls
F.01 5100 - Temporary Utilities
G.01 6000 - Product Requirements
H.01 7000 - Execution and Closeout Requirements
I.01 7800 - Closeout Submittals
2.02 DIVISION 02 -- EXISTING CONDITIONS
A.02 4100 - Demolition
2.03 DIVISION 03 -- CONCRETE
2.04 DIVISION 04 -- MASONRY
2.05 DIVISION 05 -- METALS
A.05 5000 - Metal Fabrications
2.06 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES
A.06 0573 - Wood Treatment
B.06 1000 - Rough Carpentry
C.06 2000 - Finish Carpentry
D.06 4100 - Architectural Wood Casework
2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
A.07 2100 - Thermal Insulation
B.07 6200 - Sheet Metal Flashing and Trim
C.07 9200 - Joint Sealants
2.08 DIVISION 08 -- OPENINGS
A.08 1113 - Hollow Metal Doors and Frames
19M01
Pure Pharmacy 00 0110 - 2
TABLE OF CONTENTS
B.08 1416 - Flush Wood Doors
C.08 3100 - Access Doors and Panels
D.08 4313 - Aluminum-Framed Storefronts
E.08 7100 - Door Hardware
F.08 8000 - Glazing
2.09 DIVISION 09 -- FINISHES
A.09 0561 - Common Work Results for Flooring Preparation
B.09 2116 - Gypsum Board Assemblies
C.09 3000 - Tiling
D.09 5100 - Acoustical Ceilings
E.09 6500 - Resilient Flooring
F.12 3553.23 - Solid-Plastic Laboratory Casework
G.09 9123 - Interior Painting
H.09 9600 - High-Performance Coatings
2.10 DIVISION 10 -- SPECIALTIES
A.10 1101 - Visual Display Boards
B.10 1400 - Signage
C.10 2601 - Wall and Corner Guards
D.10 2800 - Toilet, Bath, and Laundry Accessories
E.10 4400 - Fire Protection Specialties
F.10 5617 - Wall Mounted Standards and Shelving
2.11 DIVISION 11 -- EQUIPMENT
A.11 3013 - Residential Appliances
2.12 DIVISION 12 -- FURNISHINGS
A.12 3600 - Countertops
2.13 DIVISION 13 -- SPECIAL CONSTRUCTION
2.14 DIVISION 14 -- CONVEYING EQUIPMENT
2.15 DIVISION 21 -- FIRE SUPPRESSION
2.16 DIVISION 22 -- PLUMBING
2.17 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)
2.18 DIVISION 26 -- ELECTRICAL
2.19 DIVISION 27 -- COMMUNICATIONS
A.27 5121 - Biophilic Audio-Visual Environmental Systems
2.20 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY
2.21 DIVISION 31 -- EARTHWORK
2.22 DIVISION 32 -- EXTERIOR IMPROVEMENTS
2.23 DIVISION 33 -- UTILITIES
2.24 DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT
END OF SECTION
19M01
Pure Pharmacy 00 0115 - 1
LIST OF DRAWING SHEETS
SECTION 00 0115
LIST OF DRAWING SHEETS
A0.2 CODE INFORMATION
A1.0 DEMOLITION PLAN
A1.1 ARCHITECTURAL FLOOR PLAN & WALL TYPES
A1.2.1 REFLECTED CEILING PLAN
A1.3.1 FINISH PLAN
A5.0 DOOR & WINDOW SCHEDULES
A6.0 ENLARGED RESTROOM PLANS & ELEVATIONS
A7.0 INTERIOR ELEVATIONS
A7.1 INTERIOR DETAILS
A8.0 INTERIOR SIGNAGE & ARTWORK PLAN
E1.0 FLOOR PLAN - ELECTRICAL WORK
E2.0 FLOOR PLAN - LOW VOLTAGE WORK
E3.0 ELECTRICAL DETAILS
E4.0 ELECTRICAL SPECIFICATIONS
M1.0 FLOOR PLAN - MECHANICAL WORK
M2.0 MECHANICAL DETAILS
M3.0 MECHANICAL SPECIFICATIONS
P1.0 FLOOR PLAN - PLUMBING WORK
P2.0 SANITARY & VENT RISER DIAGRAM
P3.0 PLUMBING DETAILS
P4.0 PLUMBING SCHEDULES
P5.0 PLUMBING SPECIFICATIONS
P6.0 PLUMBING SPECIFICATIONS
END OF SECTION
19M01
Pure Pharmacy 00 2113 - 1
INSTRUCTIONS TO BIDDERS
SECTION 00 2113
INSTRUCTIONS TO BIDDERS
INVITATION
1.01 BID SUBMISSION
1.02 INTENT
A.The intent of this Bid request is to obtain an offer to perform work to complete a office remodel
located at Carmel, IN________ for a Stipulated Sum contract, in accordance with the Contract
Documents.
1.03 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS
A.Work of this proposed Contract comprises building construction, including general construction,
mechanical, electrical, and plumbing & security/low voltage work Work.
1.04 CONTRACT TIME
A.Identify Contract Time in the Bid Form. The completion date in the Agreement shall be the
Contract Time added to the commencement date.
1.05 DEFINITIONS
A.Bid Documents: Contract Documents supplemented with Invitation To Bid, Instructions to
Bidders, Information Available to Bidders, Bid Form Supplements To Bid Forms and
Appendices identified.
B.Contract Documents: Defined in AIA A201 Article 1 including issued Addenda.
1.06 CONTRACT DOCUMENTS IDENTIFICATION
A.The Contract Documents are identified as Project Number 19M01 ____, as prepared by MD
Architects, and with contents as identified in the Project Manual.
1.07 AVAILABILITY
A.Bid Documents may be obtained at the office of Architect Phone (317) 558-2822 by invited GCs
only.
B.Bid Documents are made available only for the purpose of obtaining offers for this project.
Their use does not grant a license for other purposes.
1.08 EXAMINATION
A.Upon receipt of Bid Documents verify that documents are complete. Notify Architect should the
documents be incomplete.
B.Immediately notify Architect upon finding discrepancies or omissions in the Bid Documents.
1.09 INQUIRIES/ADDENDA
A.Direct questions to Peter Winters, email; peterw@mdarchitects.com.
1.Anuya Sant, email anuyas@mdarchitects.com
2.Adela Groth, email adelag@mdarchitects.com
B.Addenda may be issued during the bidding period. All Addenda become part of Contract
Documents. Include resultant costs in the Bid Amount.
C.Verbal answers are not binding on any party.
1.10 PRODUCT/ASSEMBLY/SYSTEM SUBSTITUTIONS
A.Where the Bid Documents stipulate a particular product, substitutions will be considered up to
10 days before receipt of bids.
B.Submit substitution requests by comparing the specified material/product/assembly/system with
the requested substitution including but not limited to:
1.Model number, manufacturer and other unique information to identify substitution.
2.Drawings, cut sheets, performance and test data.
3.A list of reference projects of similar scope demonstrating a successful installation.
19M01
Pure Pharmacy 00 2113 - 2
INSTRUCTIONS TO BIDDERS
4.Photographs of installation.
5.Changes to other work, Contract Time, and Contract Sum effected by substitution. Claims
or change orders for any additional Contract Time and/or Contract Sum caused by the use
of a substitution will not be considered.
C.When a request to substitute a product is made, Architect may approve the substitution and will
issue an Addendum to known bidders.
D.The submission shall provide sufficient information to determine acceptability of such products.
E.Provide complete information on required revisions to other work to accommodate each
proposed substitution.
F.Provide products as specified unless substitutions are submitted in this manner and accepted
by addendum.
G.See Section 01 6000 - Product Requirements for additional requirements.
1.11 SITE EXAMINATION
A.Examine the project site before submitting a bid.
1.12 SUBCONTRACTORS/SUPPLIERS/OTHERS
A.Owner reserves the right to reject a proposed subcontractor for reasonable cause.
1.13 SUBMISSION PROCEDURE
A.Submit a copy of the Bid Forms via email to peterw@mdarchitects.com prior to the bid time and
date stated on the bid form.
1.14 DURATION OF OFFER
A.Bids shall remain open to acceptance and shall be irrevocable for a period of sixty (60) days
after the bid closing date.
1.15 ACCEPTANCE OF OFFER
A.Owner reserves the right to accept or reject any or all offers.
END OF SECTION
19M01
Pure Pharmacy 00 3100 - 1
AVAILABLE PROJECT
INFORMATION
SECTION 00 3100
AVAILABLE PROJECT INFORMATION
PART 1 GENERAL
1.01 SUPPORTING DESIGN DATA
A.Certain supporting and supplemental design data and studies made by the Owner are available
to the bidders and will be part of the Contract Documents, as follows:
B.Equipment Cut Sheets.
1.The Architect will make available equipment cut sheets to the extent possible. A copy of
the equipment cut sheet manual will be made available to the bidders.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
19M01
Pure Pharmacy 00 4000 - 1
PROCUREMENT FORMS AND
SUPPLEMENTS
SECTION 00 4000
PROCUREMENT FORMS AND SUPPLEMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.This Section includes all Forms required for submission of Bid Proposal.
1.02 RELATED REQUIREMENTS
A.Section 01 3000 - Administrative Requirements for management forms:
1.Contractor Weekly Report
2.Submittal Log
3.RFI Log
4.ASI Log
B.Section 01 7800 - Closeout Submittals for close out forms.
1.03 FORMS
A.Use the following forms for the specified purposes unless otherwise indicated elsewhere in the
procurement requirements.
B.Bid Form: See Section 00 4100 - Bid Form.
C.Procurement Form Supplements:
1.Separate Prices Break-Out Form: Provide complete break-out prices for each line item
indicated. This helps the owner and architect review and compare each bid for
completeness and discover any potential omissions and discrepancies within each bid.
a.Architect will make this form available to bidders in EXCEL format.
2.Proposed Resilient Flooring Installer and a copy of their certification as issued by resilient
flooring manufacturer.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
19M01
Pure Pharmacy 00 4100 - 1
BID FORM
SECTION 00 4100
BID FORM
THE PROJECT AND THE PARTIES
1.01 TO:
A.Submit Bid to no later than [MONTH DAY, YEAR - 1:00 PM EASTERN LOCAL TIME ]:
B.MD Architects, P.C.
9084 Technology Drive
Suite #200
Fishers, IN 46038
1.peterw@mdarchitects.com
1.02 FOR:
A.Project: Pure Pharmacy
B.Owner's Project Number: 19M01
12425 Old Meridian St., Suite B3
Carmel, IN 46032
1.03 DATE: ______________ (BIDDER TO ENTER DATE)
1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS)
A.Bidder's Full Name _________________________
1.Address _____________________________
2.City, State, Zip_________________________
1.05 OFFER
A.Having examined the Place of The Work and all matters referred to in the Instructions to
Bidders and the Contract Documents prepared by MD Architects, P.C.dated MM/DD/YYYY for
the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to
perform the Work for the Sum of:
B._________________________________________________________
_________________________________________________________ dollars
($______________________), in lawful money of the United States of America.
C.All applicable federal taxes are included and State of [] taxes are included in the Bid Sum.
D.All Cash and Contingency Allowances described in Section 01 2100 - Allowances are included
in the Bid Sum.
1.06 ACCEPTANCE
A.This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing
date.
1.07 CONTRACT TIME
A.If this Bid is accepted, we will:
B.Complete the Work in _______ calendar weeks from acceptance of this bid.
1.08 UNIT PRICES
A.The following are Unit Prices for specific portions of the Work as listed. The following is the list
of Unit Prices:
B.ITEM DESCRIPTION - UNIT QUANTITY - UNIT PRICE - ITEM VALUE
C.______________ - ___________ - ________ - $ ........
D.______________ - ___________ - ________ - $ ........
1.09 ADDENDA
A.The following Addenda have been received. The modifications to the Bid Documents noted
below have been considered and all costs are included in the Bid Sum.
19M01
Pure Pharmacy 00 4100 - 2
BID FORM
1.Addendum # _______ Dated ________________.
2.Addendum # _______ Dated ________________.
1.10 BID FORM SUPPLEMENTS
A.The following Supplements are attached to this Bid Form and are considered an integral part of
this Bid Form:
1.Document 00 4327 - Separate Prices Break-Out Form: Include a listing of separate prices
as specifically requested in Contract Documents.
2.Proposed Resilient Flooring Installer and a copy their certification as issued by resilient
flooring manufacturer.
1.11 BID FORM SIGNATURE(S)
A.The Corporate Seal of
B.____________________________________________
C.(Bidder - print the full name of your firm)
D.was hereunto affixed in the presence of:
E.____________________________________________
F.(Authorized signing officer, Title)
G.(Seal)
H.____________________________________________
I.(Authorized signing officer, Title)
END OF SECTION
19M01
Pure Pharmacy 00 5000 - 1
CONTRACTING FORMS AND
SUPPLEMENTS
SECTION 00 5000
CONTRACTING FORMS AND SUPPLEMENTS
PART 1 GENERAL
1.01 AGREEMENT AND CONDITIONS OF THE CONTRACT
A.The Agreement is based on AIA A101.
B.The General Conditions are based on AIA A201.
1.02 FORMS
A.Post-Award Certificates and Other Forms:
1.Schedule of Values Form: AIA G703.
2.Application for Payment Forms: AIA G702 with AIA G703 (for Contractors).
B.Clarification and Modification Forms:
1.Architect's Supplemental Instructions Form: AIA G710.
2.Construction Change Directive Form: AIA G714.
3.Change Order Form: AIA G701.
C.Closeout Forms:
1.Certificate of Substantial Completion Form: AIA G704.
1.03 REFERENCE STANDARDS
A.AIA A101 - Standard Form of Agreement Between Owner and Contractor where the basis of
Payment is a Stipulated Sum; 2007.
B.AIA A201 - General Conditions of the Contract for Construction; 2007.
C.AIA G701 - Change Order; 2001.
D.AIA G702 - Application and Certificate for Payment; 1992.
E.AIA G703 - Continuation Sheet; 1992.
F.AIA G704 - Certificate of Substantial Completion; 2000.
G.AIA G710 - Architect's Supplemental Instructions; 1992.
H.AIA G714 - Construction Change Directive; 2007.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
19M01
Pure Pharmacy 01 1000 - 1
SUMMARY
SECTION 01 1000
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A.Project Name: Pure Pharmacy
B.Owner's Name: Linda Hayes.
C.Architect's Name: MD Architects, P.C..
D.The Project consists of the alteration of a vacant office suite of aprox.1583 square feet.
1.02 CONTRACT DESCRIPTION
A.Contract Type: A single prime contract based on a Stipulated Price as described in Document
00 5200 - Agreement Form.
1.03 DESCRIPTION OF ALTERATIONS WORK
A.Scope of alterations work is shown on drawings and enumerated in this Project Manual. The
construction is to be performed in phases as indicated on drawings and coordinated with
Owner.
B.Plumbing: Alter existing system and add new construction, keeping existing in operation.
C.HVAC: Alter existing system and add new construction, keeping existing in operation.
D.Electrical Power and Lighting: Alter existing system and add new construction, keeping existing
in operation.
E.Fire Alarm: Alter existing system and add new construction, keeping existing in operation.
F.Telephone/Data: Alter existing system and add new construction, keeping existing in operation,
except for work by owner described below. Scope includes, but not limited to: conduit and
backboxes for Telephone and Data.
G.Security System: Alter existing system and add new construction, keeping existing in operation.
H.Exterior Building Signage: Scope includes coordination (of all trades) and scheduling with
Owner's vendor; G.C. scope includes power for owner supplied signage and all exterior signage
included specifically included in GC's project scope as indicated on Signage Plans. Including
but not limited to Parking Signage, Wayfinding, Warning Signage.
1.04 WORK BY OWNER
A.Owner will award a contract for supply and installation of voice and data cableing & sterile area
modular installation by Bio-logics which occur simultanously with work under this contract It is
the contractors responsibilty to coordinate and schedule owner awared scope with his own
scope.
B.Owner will award contract for supply and installation of new exterior building signage.
C.Owner will supply and install the following:
1.Equipment scheduled on drawings indicated as Owner supplied and installed..
D.Owner will supply the following for installation by Contractor:
1.Equipment scheduled on drawings indicated as Owner supplied and Contractor installed.
1.05 CONTRACTOR USE OF SITE AND PREMISES
A.Arrange use of site and premises to allow:
1.Landlord/Property Owner occupancy and use.
2.Work by Others.
3.Work by Owner.
4.Use of site and premises by the public.
5.Adjacent tenants' occupancy and use..
B.Provide access to and from site as required by law and by Owner:
19M01
Pure Pharmacy 01 1000 - 2
SUMMARY
1.Emergency Building Exits During Construction: Keep all exits required by code open
during construction period; provide temporary exit signs if exit routes are temporarily
altered.
2.Do not obstruct roadways, sidewalks, or other public ways without permit. Keep roadways,
sidewalks, or other public ways clear and available to the Owner, Owner's employees,
neighboring tenants, Landlord/Property Owner and emergency vehicles at all times. Do not
use these areas for storage or parking.
3.Limit use of premises to areas where work is indicated. Do not disturb or use portions of
site beyond areas scheduled for work and as directed by Owner and/or Landlord/Property
Owner.
4.Make advance arrangements with Landlord/Property Owner on all activities and operations
affecting nearby tenants, including all activities and operations outside of normal business
hours.
C.Time Restrictions:
1.Limit conduct of especially noisy work to outside of buisness hours and as approved by
landlord and tenant.
D.Utility Outages and Shutdown:
1.Limit disruption of utility services to hours the building is unoccupied.
2.Do not disrupt or shut down life safety systems, including but not limited to fire alarm
system, without 7 days notice to Owner and authorities having jurisdiction.
3.Prevent accidental disruption of utility services to other facilities.
1.06 WORK SEQUENCE
A.Coordinate construction schedule and operations with Owner.
B.Mechanical and electrical Systems and utilities shall be fully operational, and required tests and
inspections shall be successfully completed.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
19M01
Pure Pharmacy 01 2000 - 1
PRICE AND PAYMENT
PROCEDURES
SECTION 01 2000
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Procedures for preparation and submittal of applications for progress payments.
B.Documentation of changes in Contract Sum and Contract Time.
C.Change procedures.
1.02 RELATED REQUIREMENTS
A.Section 00 5000 - Contracting Forms and Supplements: Forms to be used.
1.03 SCHEDULE OF VALUES
A.Electronic media printout including equivalent information will be considered in lieu of standard
form specified; submit draft to Architect for approval.
B.Forms filled out by hand will not be accepted.
C.Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number
and title of the specification section. Identify site mobilization.
D.Include in each line item, the amount of Allowances specified in this section.
E.Revise schedule to list approved Change Orders, with each Application For Payment.
1.04 APPLICATIONS FOR PROGRESS PAYMENTS
A.Payment Period: Submit at intervals stipulated in the Agreement.
B.Use Form AIA G702 and Form AIA G703, edition stipulated in the Agreement.
C.Electronic media printout including equivalent information will be considered in lieu of standard
form specified; submit sample to Architect for approval.
D.Forms filled out by hand will not be accepted.
E.Execute certification by signature of authorized officer.
F.Use data from approved Schedule of Values. Provide dollar value in each column for each line
item for portion of work performed and for stored products.
G.List each authorized Change Order as a separate line item, listing Change Order number and
dollar amount as for an original item of work.
H.Submit electronic copies of each Application for Payment.
I.Retainage: Partial payments shall be less ten (10%) percent. Retainage will be held by Owner
and paid with final payment.
J.Include the following with the application:
1.Construction progress schedule, revised and current as specified in Section 01 3000.
2.Partial release of liens from major subcontractors and vendors.
3.Mechanic's Lien waivers.
K.Architect will reply to Contractor via email recommending Submission for Payment. This email
will serve as the Architect's Certificate for Payment.
1.05 MODIFICATION PROCEDURES
A.For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect
will issue instructions directly to Contractor.
B.For other required changes, Architect will issue a document signed by Owner instructing
Contractor to proceed with the change, for subsequent inclusion in a Change Order.
1.The document will describe the required changes and will designate method of
determining any change in Contract Sum or Contract Time.
2.Promptly execute the change.
19M01
Pure Pharmacy 01 2000 - 2
PRICE AND PAYMENT
PROCEDURES
C.For changes for which advance pricing is desired, Architect will issue a document that includes
a detailed description of a proposed change with supplementary or revised drawings and
specifications, a change in Contract Time for executing the change with a stipulation of any
overtime work required and the period of time during which the requested price will be
considered valid. Contractor shall prepare and submit a fixed price quotation within 14 calendar
days.
D.Contractor may propose a change by submitting a request for change to Architect, describing
the proposed change and its full effect on the work, with a statement describing the reason for
the change, and the effect on the Contract Sum and Contract Time with full documentation.
Document any requested substitutions in accordance with Section 01 6000.
E.Computation of Change in Contract Amount: As specified in the Agreement and Conditions of
the Contract.
F.Substantiation of Costs: Provide full information required for evaluation.
1.On request, provide the following data:
a.Quantities of products, labor, and equipment.
b.Overhead and profit.
c.Justification for any change in Contract Time.
d.Credit for deletions from Contract, similarly documented.
G.Pricing Guidelines of Costs:
1.Labor - all field labor expended by Contractor at the base rate without fringe benefits. The
payroll to be based on straight time only and to include number of hours and rate for each
craft.
2.All establishing payroll taxes, assessments and fringe benefits. This may include Bond,
FICA, Federal Unemployment, Local Health and Welfare, Local Pension Fund, State
Unemployment, Workers' Compensation, Public Liability and Property, Local Apprentice
Fund.
3.Rentals: Heavy equipment and trucking.
4.Travel Expense:
a.Travel expense for employees brought to the job specifically for this change order.
b.Living expenses for employees while working on this change order.
5.Overhead: Overhead on Items 1, 2, 3, 4: Five (5%) Percent
6.Materials:
a.All materials purchased by Contractor for this work.
b.Agreed on value of materials taken from the contract work, either as used or unused
new materials.
7.Profit on Items 1, 2, 3, 4, 6: Five (5%) Percent.
8.All Subcontractor labor and material (include price quotations from Subcontractors).
9.Total allowable overhead and profit on subcontracts: Ten (10%) Percent.
10.Miscellaneous Items - (Without overhead or profit):
a.Extra "out-of-pocket" insurance premiums, job connected.
b.Telephone, photos, etc.
c.Fees for permits, licenses, inspections, etc.
d.Premium payments for overtime work or special conditions.
11.The use of the Contractor's small tools, light weight equipment, gear, simple scaffolds,
etc., shall be considered a part of the overhead cost.
12.The Architect reserves the right to approve items entering into the "actual field cost" before
commitments are made.
13.The Architect has the right to audit the Contractor's records insofar as the "line item cost"
work is concerned.
14.Lump sum amounts will be rejected by the Architect, as not conforming to the
requirements of Article 7 of the General Conditions of the Contract for construction.
19M01
Pure Pharmacy 01 2000 - 3
PRICE AND PAYMENT
PROCEDURES
1.06 APPLICATION FOR FINAL PAYMENT
A.Prepare Application for Final Payment as specified for progress payments, identifying total
adjusted Contract Sum, previous payments, and sum remaining due.
B.Application for Final Payment will not be considered until the following have been accomplished:
1.All closeout procedures specified in Section 01 7000.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
19M01
Pure Pharmacy 01 3000 - 1
ADMINISTRATIVE
REQUIREMENTS
SECTION 01 3000
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.General administrative requirements.
B.Electronic document submittal service.
C.Preconstruction meeting.
D.Construction progress schedule.
E.Contractor's weekly reports.
F.Progress photographs.
G.Submittals for review, information, and project closeout.
H.Number of copies of submittals.
I.Submittal procedures.
J.Management forms.
1.02 GENERAL ADMINISTRATIVE REQUIREMENTS
A.Comply with requirements of Section 01 7000 - Execution and Closeout Requirements for
coordination of execution of administrative tasks with timing of construction activities.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE
A.All documents transmitted for purposes of administration of the contract are to be in electronic
(PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via an
Internet-based submittal service that receives, logs and stores documents, provides electronic
stamping and signatures, and notifies addressees via email.
1.Besides submittals for review, information, and closeout, this procedure applies to
Requests for Interpretation (RFIs), progress documentation, contract modification
documents (e.g. supplementary instructions, change proposals, change orders),
applications for payment, field reports and meeting minutes, Contractor's correction
punchlist, and any other document any participant wishes to make part of the project
record.
2.Contractor and Architect are required to use this service.
3.It is Contractor's responsibility to submit documents in allowable format.
4.Subcontractors, suppliers, and Architect's consultants will be permitted to use the service
at no extra charge.
5.Users of the service need an email address, internet access, and PDF review software
that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat,
www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software
capability is provided by the service provider.
6.Paper document transmittals will not be reviewed.
7.All other specified submittal and document transmission procedures apply. Electronic
document requirements do not apply to submittal material /color samples, and /or selection
charts.
B.The following electronic file naming conventions shall be followed:
1.REQUEST FOR INFORMATION files (RFI) must include the following as part of their
name convention: name of Project, followed by acknowledgement it is an RFI and its
sequential number, followed by a brief descriptor. EXAMPLE: Project Name - RFI
Sequential # - Exit Sign.
2.CHANGE ORDER REQUEST (COR) files must include the following as part of their name
convention: name of Project, followed by acknowledgement that it is a COR and its
19M01
Pure Pharmacy 01 3000 - 2
ADMINISTRATIVE
REQUIREMENTS
sequential number followed by a brief descriptor. EXAMPLE: Project Name - COR
sequential # - Exit Signs Changes.
3.SHOP DRAWING Submittals must include the following as part of their name convention:
name of Project, followed by Division # – followed by Section Name / Item. EXAMPLE:
Project Name 08 7100 - Door Hardware.
C.Project Closeout: Architect will determine when to terminate the service for the project and is
responsible for obtaining archive copies of files for Owner.
3.02 PRECONSTRUCTION MEETING
A.Schedule meeting after award of contract or no later than 30 days after bids are due, whatever
date comes first.
B.Attendance Required:
1.Owner.
2.Architect.
3.Contractor.
C.Agenda:
1.Execution of Owner-Contractor Agreement.
2.Distribution of Contract Documents.
3.Submission of list of subcontractors, list of products, schedule of values, and progress
schedule.
4.Submission of initial Submittal schedule.
5.Designation of personnel representing the parties to Contract, Owner and Architect.
6.Procedures and processing of field decisions, submittals, substitutions, applications for
payments, proposal request, Change Orders, and Contract closeout procedures.
7.Scheduling.
D.Record minutes and distribute copies within two days after meeting to participants, with two
copies to Architect, Owner, participants, and those affected by decisions made.
3.03 PROGRESS MEETINGS
A.Schedule and administer meetings throughout progress of the Work at maximum weekly
intervals.
B.Make arrangements for meetings, prepare agenda with copies for participants, preside at
meetings.
C.Attendance Required:
1.Contractor.
2.Owner.
3.Architect.
4.Contractor's superintendent.
5.Major subcontractors.
D.Agenda:
1.Review minutes of previous meetings.
2.Distribution of Weekly Progress Report.
3.Review of work progress.
4.Field observations, problems, and decisions.
5.Identification of problems that impede, or will impede, planned progress.
6.Review of submittals schedule and status of submittals.
7.Maintenance of progress schedule.
8.Corrective measures to regain projected schedules.
9.Planned progress during succeeding work period.
10.Coordination of projected progress.
11.Maintenance of quality and work standards.
12.Effect of proposed changes on progress schedule and coordination.
13.Other business relating to work.
19M01
Pure Pharmacy 01 3000 - 3
ADMINISTRATIVE
REQUIREMENTS
E.Record minutes and distribute copies within two days after meeting to participants, with copies
to Architect, Owner, participants, and those affected by decisions made.
3.04 CONSTRUCTION PROGRESS SCHEDULE
A.If preliminary schedule requires revision after review, submit revised schedule within 10 days.
B.Within 20 days after review of preliminary schedule, submit draft of proposed complete
schedule for review.
1.Include written certification that major contractors have reviewed and accepted proposed
schedule.
C.Within 10 days after joint review, submit complete schedule.
D.Submit updated schedule with each Application for Payment.
3.05 WEEKLY CONSTRUCTION REPORTS
A.Prepare a weekly construction report recording all of the information listed on the "Contractor's
Weekly Progress Report". Use forms attached at the end of this section:
1.Contractor Weekly Report.
2.Submittal Log.
3.RFI Log.
4.ASI Log.
5.Photographs as described below.
3.06 PROGRESS PHOTOGRAPHS
A.Submit photographs with each Weekly Report, taken not more than 3 days prior to submission
of the report.
B.Photography Type: Digital; electronic files.
C.Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide
files unaltered by photo editing software.
1.Delivery Medium: Via email.
2.File Naming: Include project identification, date and time of view, and view identification.
3.PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per
page, each photo labeled with file name; one PDF file per submittal.
4.Hard Copy: Printed hardcopy (grayscale) of PDF file and point of view sketch.
3.07 SUBMITTALS FOR REVIEW
A.When the following are specified in individual sections, submit them for review:
1.Product data.
2.Shop drawings.
3.Samples for selection.
4.Samples for verification.
B.Submit to Architect for review for the limited purpose of checking for compliance with
information given and the design concept expressed in Contract Documents.
C.Samples will be reviewed for aesthetic, color, or finish selection.
D.After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES
article below and for record documents purposes described in Section 01 7800 - Closeout
Submittals.
3.08 SUBMITTALS FOR INFORMATION
A.When the following are specified in individual sections, submit them for information:
1.Design data.
2.Certificates.
3.Test reports.
4.Inspection reports.
5.Manufacturer's instructions.
6.Manufacturer's field reports.
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ADMINISTRATIVE
REQUIREMENTS
7.Other types indicated.
B.Submit for Architect's knowledge as contract administrator or for Owner.
3.09 SUBMITTALS FOR PROJECT CLOSEOUT
A.Submit Correction Punch List for Substantial Completion.
B.Submit Final Correction Punch List for Substantial Completion.
C.When the following are specified in individual sections, submit them at project closeout in
compliance with requirements of Section 01 7800 - Closeout Submittals:
1.Project record documents.
2.Operation and maintenance data.
3.Warranties.
4.Other types as indicated.
D.Submit for Owner's benefit during and after project completion.
3.10 NUMBER OF COPIES OF SUBMITTALS
A.Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up
file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.
B.Samples: Submit the number specified in individual specification sections; one of which will be
retained by Architect.
1.After review, produce duplicates.
2.Retained samples will not be returned to Contractor unless specifically so stated.
END OF SECTION
19M01
Pure Pharmacy 01 4000 - 1
QUALITY REQUIREMENTS
SECTION 01 4000
QUALITY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Submittals.
B.References and standards.
C.Testing and inspection agencies and services.
D.Control of installation.
E.Mock-ups.
F.Tolerances.
G.Manufacturers' field services.
H.Defect Assessment.
1.02 RELATED REQUIREMENTS
A.Section 01 3000 - Administrative Requirements: Submittal procedures.
B.Section 01 6000 - Product Requirements: Requirements for material and product quality.
1.03 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose
of assessing compliance with information given and the design concept expressed in the
Contract Documents, or for Owner's information.
C.Test Reports: After each test/inspection, promptly submit electronic (PDF-format) copies of
report to Architect and to Contractor.
1.Include:
a.Date issued.
b.Project title and number.
c.Name of inspector.
d.Date and time of sampling or inspection.
e.Identification of product and specifications section.
f.Location in the Project.
g.Type of test/inspection.
h.Date of test/inspection.
i.Results of test/inspection.
j.Compliance with Contract Documents.
k.When requested by Architect, provide interpretation of results.
D.Certificates: When specified in individual specification sections, submit certification by the
manufacturer and Contractor or installation/application subcontractor to Architect, in quantities
specified for Product Data.
1.Indicate material or product complies with or exceeds specified requirements. Submit
supporting reference data, affidavits, and certifications as appropriate.
E.Manufacturer's Instructions: When specified in individual specification sections, submit printed
instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the
Owner's information. Indicate special procedures, perimeter conditions requiring special
attention, and special environmental criteria required for application or installation.
F.Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for
Owner.
1.Submit for information for the limited purpose of assessing compliance with information
given and the design concept expressed in the Contract Documents.
19M01
Pure Pharmacy 01 4000 - 2
QUALITY REQUIREMENTS
1.04 REFERENCES AND STANDARDS
A.For products and workmanship specified by reference to a document or documents not included
in the Project Manual, also referred to as reference standards, comply with requirements of the
standard, except when more rigid requirements are specified or are required by applicable
codes.
B.Comply with reference standard of date of issue current on date of Contract Documents, except
where a specific date is established by applicable code.
C.Obtain copies of standards where required by product specification sections.
D.Maintain copy at project site during submittals, planning, and progress of the specific work, until
Substantial Completion.
E.Should specified reference standards conflict with Contract Documents, request clarification
from Architect before proceeding.
F.Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor
those of Architect shall be altered from Contract Documents by mention or inference otherwise
in any reference document.
1.05 TESTING AND INSPECTION AGENCIES AND SERVICES
A.Owner will employ and pay for services of an independent testing agency to perform other
specified testing not listed below.
B.Contractor shall employ and pay for services of an independent testing agency to perform
specified testing and balancing of all HVAC systems.
C.Employment of agency in no way relieves Contractor of obligation to perform Work in
accordance with requirements of Contract Documents.
PART 3 EXECUTION
2.01 CONTROL OF INSTALLATION
A.Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to produce work of specified quality.
B.Comply with manufacturers' instructions, including each step in sequence.
C.Should manufacturers' instructions conflict with Contract Documents, request clarification from
Architect before proceeding.
D.Comply with specified standards as minimum quality for the work except where more stringent
tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
E.Have work performed by persons qualified to produce required and specified quality.
F.Verify that field measurements are as indicated on shop drawings or as instructed by the
manufacturer.
G.Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, and disfigurement.
2.02 MOCK-UPS
A.Tests shall be performed under provisions identified in this section and identified in the
respective product specification sections.
B.Assemble and erect specified items with specified attachment and anchorage devices,
flashings, seals, and finishes.
C.Accepted mock-ups shall be a comparison standard for the remaining Work.
D.Where mock-up has been accepted by Architect and is specified in product specification
sections to be removed, protect mock-up throughout construction, remove mock-up and clear
area when directed to do so by Architect.
19M01
Pure Pharmacy 01 4000 - 3
QUALITY REQUIREMENTS
2.03 TOLERANCES
A.Monitor fabrication and installation tolerance control of products to produce acceptable Work.
Do not permit tolerances to accumulate.
B.Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract
Documents, request clarification from Architect before proceeding.
C.Adjust products to appropriate dimensions; position before securing products in place.
2.04 TESTING AND INSPECTION
A.Testing Agency Duties:
1.Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
2.Perform specified sampling and testing of products in accordance with specified
standards.
3.Ascertain compliance of materials and mixes with requirements of Contract Documents.
4.Promptly notify Architect and Contractor of observed irregularities or non-compliance of
Work or products.
5.Perform additional tests and inspections required by Architect.
6.Submit reports of all tests/inspections specified.
B.Limits on Testing/Inspection Agency Authority:
1.Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.
2.Agency may not approve or accept any portion of the Work.
3.Agency may not assume any duties of Contractor.
4.Agency has no authority to stop the Work.
C.Contractor Responsibilities:
1.Deliver to agency at designated location, adequate samples of materials proposed to be
used that require testing, along with proposed mix designs.
2.Cooperate with laboratory personnel, and provide access to the Work and to
manufacturers' facilities.
3.Provide incidental labor and facilities:
a.To provide access to Work to be tested/inspected.
b.To obtain and handle samples at the site or at source of Products to be
tested/inspected.
c.To facilitate tests/inspections.
d.To provide storage and curing of test samples.
4.Notify Architect and laboratory 24 hours prior to expected time for operations requiring
testing/inspection services.
5.Employ services of an independent qualified testing laboratory and pay for additional
samples, tests, and inspections required by Contractor beyond specified requirements.
6.Arrange with Owner's agency and pay for additional samples, tests, and inspections
required by Contractor beyond specified requirements.
D.Re-testing required because of non-compliance with specified requirements shall be performed
by the same agency on instructions by Architect.
E.Re-testing required because of non-compliance with specified requirements shall be paid for by
Contractor.
2.05 MANUFACTURERS' FIELD SERVICES
A.When specified in individual specification sections, require material or product suppliers or
manufacturers to provide qualified staff personnel to observe site conditions, conditions of
surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and
balance equipment, and ________ as applicable, and to initiate instructions when necessary.
B.Report observations and site decisions or instructions given to applicators or installers that are
supplemental or contrary to manufacturers' written instructions.
19M01
Pure Pharmacy 01 4000 - 4
QUALITY REQUIREMENTS
2.06 DEFECT ASSESSMENT
A.Replace Work or portions of the Work not complying with specified requirements.
END OF SECTION
19M01
Pure Pharmacy 01 5000 - 1
TEMPORARY FACILITIES AND
CONTROLS
SECTION 01 5000
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Temporary utilities.
B.Temporary Controls: Barriers, enclosures, and fencing.
C.Security requirements.
D.Vehicular access and parking.
E.Waste removal facilities and services.
1.02 RELATED REQUIREMENTS
A.Section 01 5100 - Temporary Utilities.
B.Section 01 5500 - Vehicular Access and Parking.
1.03 TEMPORARY UTILITIES - SEE SECTION 01 5100
1.04 BARRIERS
A.Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas
that could be hazardous to workers or the public, to allow for owner's use of site and to protect
existing facilities and adjacent properties from damage from construction operations and
demolition.
B.Provide barricades and covered walkways required by governing authorities for public
rights-of-way and for public access to existing building.
C.Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
D.Traffic Controls: As required by Authority having jurisdiction.
1.05 FENCING
A.Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates
with locks.
1.06 EXTERIOR ENCLOSURES
A.Provide temporary insulated weather tight closure of exterior openings to accommodate
acceptable working conditions and protection for Products, to allow for temporary heating and
maintenance of required ambient temperatures identified in individual specification sections,
and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware
and locks.
1.07 INTERIOR ENCLOSURES
A.Provide temporary partitions and ceilings as indicated to separate work areas from
Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas,
and to prevent damage to existing materials and equipment.
B.Construction: Framing and reinforced polyethylene sheet materials with closed joints and
sealed edges at intersections with existing surfaces:
1.08 SECURITY
A.Provide security and facilities to protect Work, existing facilities, and Owner's operations from
unauthorized entry, vandalism, or theft.
B.Coordinate with Owner's security program.
1.09 VEHICULAR ACCESS AND PARKING - SEE SECTION 01 5500
A.Comply with regulations relating to use of streets and sidewalks, access to emergency facilities,
and access for emergency vehicles.
B.Coordinate access and haul routes with governing authorities and Owner.
19M01
Pure Pharmacy 01 5000 - 2
TEMPORARY FACILITIES AND
CONTROLS
C.Provide and maintain access to fire hydrants, free of obstructions.
D.Provide means of removing mud from vehicle wheels before entering streets.
E.Provide temporary parking areas to accommodate construction personnel. When site space is
not adequate, provide additional off-site parking.
F.Existing parking areas located at ______may be used for construction parking.
G.Do not allow vehicle parking on existing pavement.
1.10 WASTE REMOVAL
A.Provide waste removal facilities and services as required to maintain the site in clean and
orderly condition.
B.Provide containers with lids. Remove trash from site periodically.
C.If materials to be recycled or re-used on the project must be stored on-site, provide suitable
non-combustible containers; locate containers holding flammable material outside the structure
unless otherwise approved by the authorities having jurisdiction.
D.Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers
with lids.
1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A.Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial
Completion inspection.
B.Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.
C.Clean and repair damage caused by installation or use of temporary work.
D.Restore existing facilities used during construction to original condition.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
19M01
Pure Pharmacy 01 5100 - 1
TEMPORARY UTILITIES
SECTION 01 5100
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Temporary Utilities: Electricity, lighting, and water.
1.02 RELATED REQUIREMENTS
A.Section 01 5000 - Temporary Facilities and Controls:
1.03 TEMPORARY ELECTRICITY
A.Cost: By Owner.
B.Connect to Owner's existing power service.
1.Do not disrupt Owner's need for continuous service.
2.Exercise measures to conserve energy.
C.Provide temporary electric feeder from existing building electrical service at location as directed.
D.Complement existing power service capacity and characteristics as required.
E.Provide power outlets for construction operations, with branch wiring and distribution boxes
located at each floor. Provide flexible power cords as required.
F.Provide main service disconnect and over-current protection at convenient location and meter.
G.Permanent convenience receptacles may be utilized during construction.
H.Provide adequate distribution equipment, wiring, and outlets to provide single phase branch
circuits for power and lighting.
1.04 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES
A.Provide and maintain lighting for construction operationsto achieve a minimum lighting level of 2
watt/sq ft .
B.Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails,
and lamps as required.
C.Maintain lighting and provide routine repairs.
1.05 TEMPORARY COOLING
A.Provide cooling devices and cooling as needed to maintain specified conditions for construction
operations.
B.Maintain maximum ambient temperature of 80 degrees F in areas where construction is in
progress, unless indicated otherwise in specifications.
1.06 TEMPORARY WATER SERVICE
A.Cost of Water Used: By Owner.
B.Provide and maintain suitable quality water service for construction operations at time of project
mobilization.
C.Connect to existing water source.
1.Exercise measures to conserve water.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
19M01
Pure Pharmacy 01 6000 - 1
PRODUCT REQUIREMENTS
SECTION 01 6000
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.General product requirements.
B.Re-use of existing products.
C.Transportation, handling, storage and protection.
D.Product option requirements.
E.Substitution limitations.
F.Procedures for Owner-supplied products.
G.Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 RELATED REQUIREMENTS
A.Section 01 2500 - Substitution Procedures: Substitutions made during procurement and/or
construction phases.
B.Section 01 7419 - Construction Waste Management and Disposal: Waste disposal
requirements potentially affecting product selection, packaging and substitutions.
1.03 REFERENCE STANDARDS
1.04 SUBMITTALS
A.Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to
identify applicable products, models, options, and other data. Supplement manufacturers'
standard data to provide information specific to this Project.
B.Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical
characteristics, utility connection requirements, and location of utility outlets for service for
functional equipment and appliances.
C.Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with
integral parts and attachment devices. Coordinate sample submittals for interfacing work.
1.For selection from standard finishes, submit samples of the full range of the
manufacturer's standard colors, textures, and patterns.
PART 2 PRODUCTS
2.01 EXISTING PRODUCTS
A.Do not use materials and equipment removed from existing premises unless specifically
required or permitted by Contract Documents.
B.Unforeseen historic items encountered remain the property of the Owner; notify Owner promptly
upon discovery; protect, remove, handle, and store as directed by Owner.
C.Existing materials and equipment indicated to be removed, but not to be re-used, relocated,
reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of the
Owner, become the property of the Contractor; remove from site.
2.02 NEW PRODUCTS
A.Provide new products unless specifically required or permitted by Contract Documents.
B.Use of products having any of the following characteristics is not permitted:
1.Containing lead, cadmium, or asbestos.
2.03 PRODUCT OPTIONS
A.Products Specified by Reference Standards or by Description Only: Use any product meeting
those standards or description.
B.Products Specified by Naming One or More Manufacturers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
19M01
Pure Pharmacy 01 6000 - 2
PRODUCT REQUIREMENTS
C.Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named.
2.04 MAINTENANCE MATERIALS
A.Furnish extra materials, spare parts, tools, and software of types and in quantities specified in
individual specification sections.
B.Deliver to Project site; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 SUBSTITUTION LIMITATIONS
A.See Section 01 2500 - Substitution Procedures.
3.02 OWNER-SUPPLIED PRODUCTS
A.Owner's Responsibilities:
1.Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to
Contractor.
2.Arrange and pay for product delivery to site.
3.On delivery, inspect products jointly with Contractor.
4.Submit claims for transportation damage and replace damaged, defective, or deficient
items.
5.Arrange for manufacturers' warranties, inspections, and service.
B.Contractor's Responsibilities:
1.Review Owner reviewed shop drawings, product data, and samples.
2.Receive and unload products at site; inspect for completeness or damage jointly with
Owner.
3.Handle, store, install and finish products.
4.Repair or replace items damaged after receipt.
3.03 TRANSPORTATION AND HANDLING
A.Package products for shipment in manner to prevent damage; for equipment, package to avoid
loss of factory calibration.
B.If special precautions are required, attach instructions prominently and legibly on outside of
packaging.
C.Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
D.Transport and handle products in accordance with manufacturer's instructions.
E.Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
F.Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
G.Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage, and to minimize handling.
H.Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.04 STORAGE AND PROTECTION
A.Designate receiving/storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to
excessive materials handling and misapplication. See Section 01 7419.
B.Store and protect products in accordance with manufacturers' instructions.
C.Store with seals and labels intact and legible.
D.Store sensitive products in weathertight, climate-controlled enclosures in an environment
favorable to product.
19M01
Pure Pharmacy 01 6000 - 3
PRODUCT REQUIREMENTS
E.For exterior storage of fabricated products, place on sloped supports above ground.
F.Protect products from damage or deterioration due to construction operations, weather,
precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other
contaminants.
G.Comply with manufacturer's warranty conditions, if any.
H.Cover products subject to deterioration with impervious sheet covering. Provide ventilation to
prevent condensation and degradation of products.
I.Prevent contact with material that may cause corrosion, discoloration, or staining.
J.Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
K.Arrange storage of products to permit access for inspection. Periodically inspect to verify
products are undamaged and are maintained in acceptable condition.
END OF SECTION
19M01
Pure Pharmacy 01 7000 - 1
EXECUTION AND CLOSEOUT
REQUIREMENTS
SECTION 01 7000
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Examination, preparation, and general installation procedures.
B.Requirements for alterations work, including selective demolition, survey of existing wall type &
construction.
C.Cutting and patching.
D.Surveying for laying out the work.
E.Cleaning and protection.
F.Starting of systems and equipment.
G.Demonstration and instruction of Owner personnel.
H.Closeout procedures, including Contractor's Correction Punch List, except payment procedures.
1.02 RELATED REQUIREMENTS
A.Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy;
work sequence; identification of salvaged and relocated materials.
B.Section 01 3000 - Administrative Requirements: Submittals procedures, Electronic document
submittal service.
C.Section 01 4000 - Quality Requirements: Testing and inspection procedures.
D.Section 01 5000 - Temporary Facilities and Controls: Temporary exterior enclosures.
E.Section 01 5000 - Temporary Facilities and Controls: Temporary interior partitions.
F.Section 01 5100 - Temporary Utilities: Temporary heating, cooling, and ventilating facilities.
G.Section 01 7800 - Closeout Submittals: Project record documents, operation and maintenance
data, warranties .
H.Section 02 4100 - Demolition: Demolition of whole structures and parts thereof; site utility
demolition.
I.Section 07 8400 - Firestopping.
1.03 REFERENCE STANDARDS
A.NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;
2013.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Survey work: Submit name, address, and telephone number of Surveyor before starting survey
work.
1.On request, submit documentation verifying accuracy of survey work.
2.Submit a copy of site drawing signed by the Land Surveyor, that the elevations and
locations of the work are in compliance with Contract Documents.
3.Submit surveys and survey logs for the project record.
C.Cutting and Patching: Submit written request in advance of cutting or alteration that affects:
1.Structural integrity of any element of Project.
2.Integrity of weather exposed or moisture resistant element.
3.Efficiency, maintenance, or safety of any operational element.
4.Visual qualities of sight exposed elements.
5.Work of Owner or separate Contractor.
D.Project Record Documents: Accurately record actual locations of capped and active utilities.
19M01
Pure Pharmacy 01 7000 - 2
EXECUTION AND CLOSEOUT
REQUIREMENTS
1.05 QUALIFICATIONS
A.For surveying work, employ a land surveyor registered in the State in which the Project is
located and acceptable to Architect. Submit evidence of surveyor's Errors and Omissions
insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained
and experienced in collecting and recording accurate data relevant to ongoing construction
activities,
B.For field engineering, employ a professional engineer of the discipline required for specific
service on Project, licensed in the State in which the Project is located. Employ only
individual(s) trained and experienced in establishing and maintaining horizontal and vertical
control points necessary for laying out construction work on project of similar size, scope and/or
complexity.
1.06 PROJECT CONDITIONS
A.Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
B.Dust Control: Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air-borne dust from dispersing into atmosphere and over
adjacent property.
1.Provide dust-proof barriers between construction areas and areas continuing to be
occupied by Owner.
C.Erosion and Sediment Control: Plan and execute work by methods to control surface drainage
from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.
D.Noise Control: Provide methods, means, and facilities to minimize noise produced by
construction operations.
1.At All Times: Excessively noisy tools and operations will not be tolerated inside the
building at any time of day; excessively noisy includes jackhammers.
2.Outdoors: Limit conduct of especially noisy exterior work to the hours of 8 am to 5 pm.
3.Indoors: Limit conduct of especially noisy interior work to the hours of 6 pm to 7 am.
E.Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects
from damaging the work.
F.Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or
invading premises.
1.07 COORDINATION
A.Coordinate scheduling, submittals, and work of the various sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements,
with provisions for accommodating items installed later.
B.Notify affected utility companies and comply with their requirements.
C.Verify that utility requirements and characteristics of new operating equipment are compatible
with building utilities. Coordinate work of various sections having interdependent responsibilities
for installing, connecting to, and placing in service, such equipment.
D.Coordinate space requirements, supports, and installation of mechanical and electrical work
that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and
conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces
efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
E.In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the
construction. Coordinate locations of fixtures and outlets with finish elements.
F.Coordinate completion and clean-up of work of separate sections.
G.After Owner occupancy of premises, coordinate access to site for correction of defective work
and work not in accordance with Contract Documents, to minimize disruption of Owner's
activities.
19M01
Pure Pharmacy 01 7000 - 3
EXECUTION AND CLOSEOUT
REQUIREMENTS
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A.New Materials: As specified in product sections; match existing products and work for patching
and extending work.
B.Type and Quality of Existing Products: Determine by inspecting and testing products where
necessary, referring to existing work as a standard.
C.Product Substitution: For any proposed change in materials, submit request for substitution
described in Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.
Start of work means acceptance of existing conditions.
B.Verify that existing substrate is capable of structural support or attachment of new work being
applied or attached.
C.Examine and verify specific conditions described in individual specification sections.
D.Take field measurements before confirming product orders or beginning fabrication, to minimize
waste due to over-ordering or misfabrication.
E.Verify that utility services are available, of the correct characteristics, and in the correct
locations.
F.Prior to Cutting: Examine existing conditions prior to commencing work, including elements
subject to damage or movement during cutting and patching. After uncovering existing work,
assess conditions affecting performance of work. Beginning of cutting or patching means
acceptance of existing conditions.
3.02 PREPARATION
A.Clean substrate surfaces prior to applying next material or substance.
B.Seal cracks or openings of substrate prior to applying next material or substance.
C.Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying any new material or substance in contact or bond.
3.03 LAYING OUT THE WORK
A.Verify locations of survey control points prior to starting work.
B.Promptly notify Architect of any discrepancies discovered.
C.Protect survey control points prior to starting site work; preserve permanent reference points
during construction.
D.Promptly report to Architect the loss or destruction of any reference point or relocation required
because of changes in grades or other reasons.
E.Replace dislocated survey control points based on original survey control. Make no changes
without prior written notice to Architect.
F.Utilize recognized engineering survey practices.
G.Establish elevations, lines and levels. Locate and lay out by instrumentation and similar
appropriate means:
1.Site improvements including pavements; stakes for grading, fill and topsoil placement;
utility locations, slopes, and invert elevations; and ________.
2.Grid or axis for structures.
3.Building foundation, column locations, ground floor elevations, and ________.
H.Periodically verify layouts by same means.
I.Maintain a complete and accurate log of control and survey work as it progresses.
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EXECUTION AND CLOSEOUT
REQUIREMENTS
3.04 GENERAL INSTALLATION REQUIREMENTS
A.Install products as specified in individual sections, in accordance with manufacturer's
instructions and recommendations, and so as to avoid waste due to necessity for replacement.
B.Make vertical elements plumb and horizontal elements level, unless otherwise indicated.
C.Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and
horizontal lines, unless otherwise indicated.
D.Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.
E.Make neat transitions between different surfaces, maintaining texture and appearance.
3.05 ALTERATIONS
A.Drawings showing existing construction and utilities are based on casual field observation and
existing record documents only.
1.Verify that construction and utility arrangements are as indicated.
2.Report discrepancies to Architect before disturbing existing installation.
3.Beginning of alterations work constitutes acceptance of existing conditions.
B.Keep areas in which alterations are being conducted separated from other areas that are still
occupied.
1.Provide, erect, and maintain temporary dustproof partitions of construction specified in
Section 01 5000 in locations indicated on drawings.
C.Maintain weatherproof exterior building enclosure except for interruptions required for
replacement or modifications; take care to prevent water and humidity damage.
1.Where openings in exterior enclosure exist, provide construction to make exterior
enclosure weatherproof.
2.Insulate existing ducts or pipes that are exposed to outdoor ambient temperatures by
alterations work.
D.Remove existing work as indicated and as required to accomplish new work.
1.Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace
with new construction specified.
2.Remove items indicated on drawings.
3.Relocate items indicated on drawings.
4.Where new surface finishes are to be applied to existing work, perform removals, patch,
and prepare existing surfaces as required to receive new finish; remove existing finish if
necessary for successful application of new finish.
5.Where new surface finishes are not specified or indicated, patch holes and damaged
surfaces to match adjacent finished surfaces as closely as possible.
E.Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and
Telecommunications): Remove, relocate, and extend existing systems to accommodate new
construction.
1.Maintain existing active systems that are to remain in operation; maintain access to
equipment and operational components; if necessary, modify installation to allow access or
provide access panel.
2.Where existing systems or equipment are not active and Contract Documents require
reactivation, put back into operational condition; repair supply, distribution, and equipment
as required.
3.Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready
for service.
a.Disable existing systems only to make switchovers and connections; minimize
duration of outages.
b.Provide temporary connections as required to maintain existing systems in service.
4.Verify that abandoned services serve only abandoned facilities.
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EXECUTION AND CLOSEOUT
REQUIREMENTS
5.Remove abandoned pipe, ducts, conduits, and equipment, including those above
accessible ceilings; remove back to source of supply where possible, otherwise cap stub
and tag with identification; patch holes left by removal using materials specified for new
construction.
F.Protect existing work to remain.
1.Prevent movement of structure; provide shoring and bracing if necessary.
2.Perform cutting to accomplish removals neatly and as specified for cutting new work.
3.Repair adjacent construction and finishes damaged during removal work.
G.Adapt existing work to fit new work: Make as neat and smooth transition as possible.
H.Patching: Where the existing surface is not indicated to be refinished, patch to match the
surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch
so that the substrate is ready for the new finish.
I.Refinish existing surfaces as indicated:
1.Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces
to remain to the specified condition for each material, with a neat transition to adjacent
finishes.
2.If mechanical or electrical work is exposed accidentally during the work, re-cover and
refinish to match.
J.Clean existing systems and equipment.
K.Remove demolition debris and abandoned items from alterations areas and dispose of off-site;
do not burn or bury.
L.Do not begin new construction in alterations areas before demolition is complete.
M.Comply with all other applicable requirements of this section.
3.06 CUTTING AND PATCHING
A.Whenever possible, execute the work by methods that avoid cutting or patching.
B.See Alterations article above for additional requirements.
C.Perform whatever cutting and patching is necessary to:
1.Complete the work.
2.Fit products together to integrate with other work.
3.Provide openings for penetration of mechanical, electrical, and other services.
4.Match work that has been cut to adjacent work.
5.Repair areas adjacent to cuts to required condition.
6.Repair new work damaged by subsequent work.
7.Remove samples of installed work for testing when requested.
8.Remove and replace defective and non-complying work.
D.Execute work by methods that avoid damage to other work and that will provide appropriate
surfaces to receive patching and finishing. In existing work, minimize damage and restore to
original condition.
E.Employ original installer to perform cutting for weather exposed and moisture resistant
elements, and sight exposed surfaces.
F.Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior
approval.
G.Restore work with new products in accordance with requirements of Contract Documents.
H.Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
I.At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids
with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated
element.
J.Patching:
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EXECUTION AND CLOSEOUT
REQUIREMENTS
1.Finish patched surfaces to match finish that existed prior to patching. On continuous
surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire
unit.
2.Match color, texture, and appearance.
3.Repair patched surfaces that are damaged, lifted, discolored, or showing other
imperfections due to patching work. If defects are due to condition of substrate, repair
substrate prior to repairing finish.
3.07 PROGRESS CLEANING
A.Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B.Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed
or remote spaces, prior to enclosing the space.
C.Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning
to eliminate dust.
D.Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose
off-site; do not burn or bury.
3.08 PROTECTION OF INSTALLED WORK
A.Protect installed work from damage by construction operations.
B.Provide special protection where specified in individual specification sections.
C.Provide temporary and removable protection for installed products. Control activity in immediate
work area to prevent damage.
D.Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
E.Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement
of heavy objects, by protecting with durable sheet materials.
F.Protect work from spilled liquids. If work is exposed to spilled liquids, immediately remove
protective coverings, dry out work, and replace protective coverings.
G.Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is
necessary, obtain recommendations for protection from waterproofing or roofing material
manufacturer.
H.Remove protective coverings when no longer needed; reuse or recycle coverings if possible.
3.09 SYSTEM STARTUP
A.Coordinate schedule for start-up of various equipment and systems.
B.Verify that each piece of equipment or system has been checked for proper lubrication, drive
rotation, belt tension, control sequence, and for conditions that may cause damage.
C.Verify tests, meter readings, and specified electrical characteristics agree with those required by
the equipment or system manufacturer.
D.Verify that wiring and support components for equipment are complete and tested.
E.Execute start-up under supervision of applicable Contractor personnel and manufacturer's
representative in accordance with manufacturers' instructions.
F.Submit a written report that equipment or system has been properly installed and is functioning
correctly.
3.10 DEMONSTRATION AND INSTRUCTION
A.Demonstrate operation and maintenance of products to Owner's personnel two weeks prior to
date of Substantial Completion.
B.Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance,
and shutdown of each item of equipment at scheduled time, at equipment location.
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EXECUTION AND CLOSEOUT
REQUIREMENTS
C.For equipment or systems requiring seasonal operation, perform demonstration for other
season within six months.
D.Provide a qualified person who is knowledgeable about the Project to perform demonstration
and instruction of Owner's personnel.
E.Utilize operation and maintenance manuals as basis for instruction. Review contents of manual
with Owner's personnel in detail to explain all aspects of operation and maintenance.
F.Prepare and insert additional data in operations and maintenance manuals when need for
additional data becomes apparent during instruction.
3.11 ADJUSTING
A.Adjust operating products and equipment to ensure smooth and unhindered operation.
3.12 FINAL CLEANING
A.Use cleaning materials that are nonhazardous.
B.Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains
and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft
surfaces.
C.Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or
nameplates on mechanical and electrical equipment.
D.Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the
surface and material being cleaned.
E.Clean filters of operating equipment.
F.Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and
drainage systems.
G.Clean site; sweep paved areas, rake clean landscaped surfaces.
H.Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;
dispose of in legal manner; do not burn or bury.
3.13 CLOSEOUT PROCEDURES
A.Make submittals that are required by governing or other authorities.
B.Notify Architect when work is considered ready for Architect's Substantial Completion
inspection.
C.Submit written certification containing Contractor's Correction Punch List, that Contract
Documents have been reviewed, work has been inspected, and that work is complete in
accordance with Contract Documents and ready for Architect's Substantial Completion
inspection.
D.Conduct Substantial Completion inspection and create Final Correction Punch List containing
Architect's and Contractor's comprehensive list of items identified to be completed or corrected
and submit to Architect.
E.Correct items of work listed in Final Correction Punch List and comply with requirements for
access to Owner-occupied areas.
F.Notify Architect when work is considered finally complete and ready for Architect's Substantial
Completion final inspection.
G.Complete items of work determined by Architect listed in executed Certificate of Substantial
Completion.
END OF SECTION
19M01
Pure Pharmacy 01 7800 - 1
CLOSEOUT SUBMITTALS
SECTION 01 7800
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Project Record Documents.
B.Operation and Maintenance Data.
C.Warranties and bonds.
1.02 RELATED REQUIREMENTS
A.Section 00 7200 - General Conditions: Performance bond and labor and material payment
bonds, warranty, and correction of work.
B.Section 01 3000 - Administrative Requirements: Submittals procedures, shop drawings,
product data, and samples.
C.Section 01 4000 - Quality Requirements: Testing and Balance Report.
D.Section 01 7000 - Execution and Closeout Requirements: Contract closeout procedures.
E.Individual Product Sections: Specific requirements for operation and maintenance data.
F.Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A.Project Record Documents: Submit documents to Architect with claim for final Application for
Payment for review. Once reviewed and accepted, place project record drawings in a plastic
tube, seal and deliver to Owner.
B.Operation and Maintenance Data:
1.Submit two copies of preliminary draft or proposed formats and outlines of contents before
start of Work. Architect will review draft and return one copy with comments.
2.For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit completed documents within ten days after acceptance.
3.Submit one copy of completed documents 15 days prior to final inspection. This copy will
be reviewed and returned after final inspection, with Architect comments. Revise content
of all document sets as required prior to final submission.
4.Submit two sets of revised final documents in final form within 10 days after final
inspection.
C.Testing and Balance Report:
1.Submit electronic copy of report to Architect for review.
D.Warranties and Bonds:
1.For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance.
2.Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.
3.For items of Work for which acceptance is delayed beyond Date of Substantial
Completion, submit within 10 days after acceptance, listing the date of acceptance as the
beginning of the warranty period.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A.Maintain on site one set of the following record documents; record actual revisions to the Work:
1.Drawings.
2.Specifications.
3.Addenda.
4.Change Orders and other modifications to the Contract.
19M01
Pure Pharmacy 01 7800 - 2
CLOSEOUT SUBMITTALS
B.Ensure entries are complete and accurate, enabling future reference by Owner.
C.Store record documents separate from documents used for construction.
D.Record information concurrent with construction progress.
E.Specifications: Legibly mark and record at each product section description of actual products
installed, including the following:
1.Changes made by Addenda and modifications.
F.Record Drawings: Legibly mark each item to record actual construction including:
1.Measured depths of foundations in relation to finish first floor datum.
2.Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
3.Measured locations of internal utilities and appurtenances concealed in construction,
referenced to visible and accessible features of the Work.
4.Field changes of dimension and detail.
5.Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A.Source Data: For each product or system, list names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.
B.Product Data: Mark each sheet to clearly identify specific products and component parts, and
data applicable to installation. Delete inapplicable information.
C.Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents as
maintenance drawings.
D.Typed Text: As required to supplement product data. Provide logical sequence of instructions
for each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES
A.Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents
and methods, precautions against detrimental cleaning agents and methods, and
recommended schedule for cleaning and maintenance.
B.Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A.For Each Item of Equipment and Each System:
1.Description of unit or system, and component parts.
2.Identify function, normal operating characteristics, and limiting conditions.
3.Include performance curves, with engineering data and tests.
4.Complete nomenclature and model number of replaceable parts.
B.Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
C.Operating Procedures: Include start-up, break-in, and routine normal operating instructions and
sequences. Include regulation, control, stopping, shut-down, and emergency instructions.
Include summer, winter, and any special operating instructions.
D.Maintenance Requirements: Include routine procedures and guide for preventative
maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and
alignment, adjusting, balancing, and checking instructions.
E.Provide servicing and lubrication schedule, and list of lubricants required.
F.Include manufacturer's printed operation and maintenance instructions.
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CLOSEOUT SUBMITTALS
G.Include sequence of operation by controls manufacturer.
H.Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams
required for maintenance.
I.Additional Requirements: As specified in individual product specification sections.
3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A.Assemble operation and maintenance data into durable manuals for Owner's personnel use,
with data arranged in the same sequence as, and identified by, the specification sections.
B.Where systems involve more than one specification section, provide separate tabbed divider for
each system.
C.Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic
covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related
consistent groupings.
D.Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE
INSTRUCTIONS; identify title of Project; identify subject matter of contents.
E.Project Directory: Title and address of Project; names, addresses, and telephone numbers of
Architect, Consultants, Contractor and subcontractors, with names of responsible parties.
F.Tables of Contents: List every item separated by a divider, using the same identification as on
the divider tab; where multiple volumes are required, include all volumes Tables of Contents in
each volume, with the current volume clearly identified.
G.Dividers: Provide tabbed dividers for each separate product and system; identify the contents
on the divider tab; immediately following the divider tab include a description of product and
major component parts of equipment.
H.Text: Manufacturer's printed data, or typewritten data on 20 pound paper.
I.Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to
size of text pages.
3.06 WARRANTIES AND BONDS
A.Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers,
and manufacturers, within 10 days after completion of the applicable item of work. Except for
items put into use with Owner's permission, leave date of beginning of time of warranty until
Date of Substantial completion is determined.
B.Verify that documents are in proper form, contain full information, and are notarized.
C.Co-execute submittals when required.
D.Retain warranties and bonds until time specified for submittal.
END OF SECTION
19M01
Pure Pharmacy 02 4100 - 1
DEMOLITION
SECTION 02 4100
DEMOLITION
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Selective demolition of building elements for alteration purposes.
B.Abandonment and removal of existing utilities and utility structures.
1.02 RELATED REQUIREMENTS
A.Section 01 1000 - Summary: Limitations on Contractor's use of site and premises.
B.Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers,
and waste removal.
C.Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of
bench marks, survey control points, and existing construction to remain; reinstallation of
removed products; temporary bracing and shoring.
D.Section 01 7419 - Construction Waste Management and Disposal: Limitations on disposal of
removed materials; requirements for recycling.
E.Section 31 1000 - Site Clearing: Vegetation and existing debris removal.
F.Section 31 2200 - Grading: Topsoil removal.
1.03 REFERENCE STANDARDS
A.29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.
B.NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;
2013.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Site Plan: Showing:
1.Areas for temporary construction and field offices.
2.Areas for temporary and permanent placement of removed materials.
3.Proposed parking for construction forces.
4.All temporary facilities, including: dumpster, storage container, tool shed, and laydown
area.
C.Project Record Documents: Accurately record actual locations of capped and active utilities
and subsurface construction.
PART 2 PRODUCTS -- NOT USED
PART 3 EXECUTION
3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS
A.Comply with applicable codes and regulations for demolition operations and safety of adjacent
structures and the public.
1.Obtain required permits.
2.Comply with applicable requirements of NFPA 241.
3.Use of explosives is not permitted.
4.Take precautions to prevent catastrophic or uncontrolled collapse of structures to be
removed; do not allow worker or public access within range of potential collapse of
unstable structures.
5.Provide, erect, and maintain temporary barriers and security devices.
6.Use physical barriers to prevent access to areas that could be hazardous to workers or the
public.
7.Conduct operations to minimize effects on and interference with adjacent structures and
occupants.
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DEMOLITION
8.Do not close or obstruct roadways or sidewalks without permit.
9.Conduct operations to minimize obstruction of public and private entrances and exits; do
not obstruct required exits at any time; protect persons using entrances and exits from
removal operations.
10.Obtain written permission from owners of adjacent properties when demolition equipment
will traverse, infringe upon or limit access to their property.
B.Do not begin removal until receipt of notification to proceed from Owner.
C.Protect existing structures and other elements that are not to be removed.
1.Provide bracing and shoring.
2.Prevent movement or settlement of adjacent structures.
3.Stop work immediately if adjacent structures appear to be in danger.
D.Minimize production of dust due to demolition operations; do not use water if that will result in
ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.
E.If hazardous materials are discovered during removal operations, stop work and notify Architect
and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's,
and mercury.
3.02 EXISTING UTILITIES
A.Coordinate work with utility companies; notify before starting work and comply with their
requirements; obtain required permits.
B.Protect existing utilities to remain from damage.
C.Do not disrupt public utilities without permit from authority having jurisdiction.
D.Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7
days prior written notification to Owner.
E.Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at
least 3 days prior written notification to Owner.
F.Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of
utility type; protect from damage due to subsequent construction, using substantial barricades if
necessary.
G.Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected
and abandoned utilities.
H.Prepare building demolition areas by disconnecting and capping utilities outside the demolition
zone; identify and mark utilities to be subsequently reconnected, in same manner as other
utilities to remain.
3.03 SELECTIVE DEMOLITION FOR ALTERATIONS
A.Drawings showing existing construction and utilities are based on casual field observation and
existing record documents only.
1.Verify that construction and utility arrangements are as indicated.
2.Report discrepancies to Architect before disturbing existing installation.
3.Beginning of demolition work constitutes acceptance of existing conditions that would be
apparent upon examination prior to starting demolition.
B.Separate areas in which demolition is being conducted from other areas that are still occupied.
1.Provide, erect, and maintain temporary dustproof partitions of construction specified in
Section 01 5000 in locations indicated on drawings.
C.Maintain weatherproof exterior building enclosure except for interruptions required for
replacement or modifications; take care to prevent water and humidity damage.
D.Remove existing work as indicated and as required to accomplish new work.
1.Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace
with new construction specified.
2.Remove items indicated on drawings.
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DEMOLITION
E.Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and
Telecommunications): Remove existing systems and equipment as indicated.
1.Maintain existing active systems that are to remain in operation; maintain access to
equipment and operational components.
2.Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready
for service.
3.See Section 01 1000 for other limitations on outages and required notifications.
4.Verify that abandoned services serve only abandoned facilities before removal.
5.Remove abandoned pipe, ducts, conduits, and equipment, including those above
accessible ceilings; remove back to source of supply where possible, otherwise cap stub
and tag with identification.
F.Protect existing work to remain.
1.Prevent movement of structure; provide shoring and bracing if necessary.
2.Perform cutting to accomplish removals neatly and as specified for cutting new work.
3.Repair adjacent construction and finishes damaged during removal work.
4.Patch as specified for patching new work.
3.04 DEBRIS AND WASTE REMOVAL
A.Remove debris, junk, and trash from site.
B.Remove from site all materials not to be reused on site; comply with requirements of Section 01
7419 - Waste Management.
C.Leave site in clean condition, ready for subsequent work.
D.Clean up spillage and wind-blown debris from public and private lands.
END OF SECTION
19M01
Pure Pharmacy 05 5000 - 1
METAL FABRICATIONS
SECTION 05 5000
METAL FABRICATIONS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Shop fabricated steel items.
B.Shelf angles.
C.Support angles for elevator door sills.
D.Elevator machine beams.
E.Steel framing and supports for mechanical and electrical equipment.
F.Steel framing and supports for applications where framing and supports are not specified in
other Sections.
1.02 RELATED REQUIREMENTS
A.Section 03 3000 - Cast-in-Place Concrete: Placement of metal fabrications in concrete.
B.Section 04 2000 - Unit Masonry: Placement of metal fabrications in masonry.
C.Section 09 9113 - Exterior Painting: Paint finish.
D.Section 09 9123 - Interior Painting: Paint finish.
1.03 REFERENCE STANDARDS
A.ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.
B.ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,
Welded and Seamless; 2012.
C.ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and
Steel Products; 2015.
D.ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon
Steel Plates; 2013.
E.ASTM A501/A501M - Standard Specification for Hot-Formed Welded and Seamless Carbon
Steel Structural Tubing; 2014.
F.ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts, Steel and
Alloy Steel, Heat Treated, 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile
Strength, Inch and Metric Dimensions; 2015a.
G.AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015.
H.SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004).
I.SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.
2004).
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size
and type of fasteners, and accessories. Include erection drawings, elevations, and details
where applicable.
C.Welders' Certificates: Submit certification for welders employed on the project, verifying AWS
qualification within the previous 12 months.
PART 2 PRODUCTS
2.01 MATERIALS - STEEL
A.Steel Sections: ASTM A36/A36M.
B.Steel Tubing: ASTM A501/A501M hot-formed structural tubing.
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Pure Pharmacy 05 5000 - 2
METAL FABRICATIONS
C.Plates: ASTM A283/A283M.
D.Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish.
E.Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, plain.
F.Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.
G.Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities
having jurisdiction.
H.Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with
VOC limitations of authorities having jurisdiction.
2.02 FABRICATION
A.Fit and shop assemble items in largest practical sections, for delivery to site.
B.Fabricate items with joints tightly fitted and secured.
C.Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt
tight, flush, and hairline. Ease exposed edges to small uniform radius.
D.Supply components required for anchorage of fabrications. Fabricate anchors and related
components of same material and finish as fabrication, except where specifically noted
otherwise.
2.03 FABRICATED ITEMS
A.Ledge Angles, Shelf Angles, Channels, and Plates Not Attached to Structural Framing: For
support of metal decking; prime paint finish.
B.Lintels: As detailed; galvanized finish.
C.Elevator Hoistway Divider Beams: Beam sections; prime paint finish.
2.04 FINISHES - STEEL
A.Prime paint steel items.
1.Exceptions: Galvanize items to be embedded in concrete, items to be imbedded in
masonry, and all items install in exterior locations.
2.Exceptions: Do not prime surfaces in direct contact with concrete, where field welding is
required, and items to be covered with sprayed fireproofing.
B.Prime Painting: One coat.
C.Galvanizing of Structural Steel Members: Galvanize after fabrication to ASTM A123/A123M
requirements. Provide minimum 2.0 oz/sq ft galvanized coating.
D.Galvanizing of Non-structural Items: Galvanize after fabrication to ASTM A123/A123M
requirements.
2.05 FABRICATION TOLERANCES
A.Squareness: 1/8 inch maximum difference in diagonal measurements.
B.Maximum Offset Between Faces: 1/16 inch.
C.Maximum Misalignment of Adjacent Members: 1/16 inch.
D.Maximum Bow: 1/8 inch in 48 inches.
E.Maximum Deviation From Plane: 1/16 inch in 48 inches.
PART 3 EXECUTION
3.01 INSTALLATION
A.Install items plumb and level, accurately fitted, free from distortion or defects.
B.Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until
completion of erection and installation of permanent attachments.
C.Obtain approval prior to site cutting or making adjustments not scheduled.
END OF SECTION
19M01
Pure Pharmacy 05 5000 - 3
METAL FABRICATIONS
19M01
Pure Pharmacy 06 0573 - 1
WOOD TREATMENT
SECTION 06 0573
WOOD TREATMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Site applied termiticide for wood materials.
B.Site applied mildewcide for wood materials.
C.Site applied preservative treatment for wood materials.
1.02 RELATED REQUIREMENTS
A.Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions .
B.Section 06 1219 - Structural Insulated Panels: Factory treatment for wood products.
C.Section 06 1733 - Wood I-Joists: Factory treatment for wood products.
1.03 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide technical data on insulated sheathing, wood preservative materials, and
application instructions.
C.Warranty: Submit manufacturer warranty and ensure that forms have been completed in
Owner's name and registered with manufacturer.
1.04 DELIVERY, STORAGE, AND HANDLING
A.General: Cover wood products to protect against moisture. Support stacked products to prevent
deformation and to allow air circulation.
1.05 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Site Applied Termiticide and Mildewcide: Correct defective Work within a twenty-five year
period after Date of Substantial Completion.
PART 2 PRODUCTS
2.01 SITE-APPLIED WOOD TREATMENT
A.Site Applied Termiticide and Mildewcide: Borate mineral salt based, spray applied termiticide,
mildewcide and mold growth preventative.
B.Site Applied Mold Cleaner: Non-bleaching, oxidizer based formula with high-pH tolerant
surfactant. Contains no sodium hydroxide or sodium hypochlorite.
C.Surface-Applied Wood Preservative:
PART 3 EXECUTION
3.01 PREPARATION
A.Remove dust, dirt and other contaminants from treatment surfaces. Remove tarpaulins,
dropcloths, strippable protective films, etc., from areas to be treated Move equipment and
stored materials that block or prevent product application.
3.02 INSTALLATION - GENERAL
A.Provide temporary ventilation during and immediately after installation sufficient to remove
indoor air contaminants.
3.03 SITE APPLIED WOOD TREATMENT
A.Comply with manufacturers written mixing and installation instructions.
B.Termiticide: Apply to foundations, structure and other items as listed.
1.All structural wood and sill plates within 24 inches, minimum, of point of contact with
foundation.
19M01
Pure Pharmacy 06 0573 - 2
WOOD TREATMENT
2.All wood, wood based and cellulosic sheathing within 24 inches, minimum, of point of
contact with foundation.
3.Concrete foundations 2 inches, minimum, from sill plate.
4.All pipe and plumbing penetrations up to 24 inches, minimum, above slab and slab
surface within 6 inches, minimum, of pipe or penetration.
5.Six inches, minimum, on either side of control joints and construction joints in slabs and
joints between slabs and abutting material.
C.Mildewcide: Apply to wood and wood based building materials as listed.
1.All structural wood and sill plates within 24 inches, minimum, of point of contact with
foundation.
2.All wood, wood based and cellulosic sheathing within 24 inches, minimum, of point of
contact with foundation.
END OF SECTION
19M01
Pure Pharmacy 06 1000 - 1
ROUGH CARPENTRY
SECTION 06 1000
ROUGH CARPENTRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Structural dimension lumber framing.
B.Non-structural dimension lumber framing.
C.Rough opening framing for doors, windows, and roof openings.
D.Sheathing.
E.Roof-mounted curbs.
F.Roofing nailers.
G.Roofing cant strips.
H.Preservative treated wood materials.
I.Fire retardant treated wood materials.
J.Miscellaneous framing and sheathing.
K.Communications and electrical room mounting boards.
L.Concealed wood blocking, nailers, and supports.
1.02 RELATED REQUIREMENTS
A.Section 06 1733 - Wood I-Joists.
B.Section 09 2116 - Gypsum Board Assemblies: Gypsum-based sheathing.
C.Section 31 3116 - Termite Control: Field-applied termiticide and mildewcide for wood materials.
1.03 REFERENCE STANDARDS
A.AWC (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings; 2015.
B.ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware; 2009.
C.ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
D.AWPA U1 - Use Category System: User Specification for Treated Wood; 2012.
E.PS 1 - Structural Plywood; 2009.
F.PS 2 - Performance Standard for Wood-Based Structural-Use Panels; 2010.
G.PS 20 - American Softwood Lumber Standard; 2010.
1.04 QUALITY ASSURANCE
1.05 DELIVERY, STORAGE, AND HANDLING
A.General: Cover wood products to protect against moisture. Support stacked products to prevent
deformation and to allow air circulation.
B.Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or
installation.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A.Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.
1.If no species is specified, provide any species graded by the agency specified; if no
grading agency is specified, provide lumber graded by any grading agency meeting the
specified requirements.
2.Grading Agency: Any grading agency whose rules are approved by the Board of Review,
American Lumber Standard Committee (www.alsc.org) and who provides grading service
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Pure Pharmacy 06 1000 - 2
ROUGH CARPENTRY
for the species and grade specified; provide lumber stamped with grade mark unless
otherwise indicated.
B.Lumber fabricated from old growth timber is not permitted.
2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS
A.Sizes: Nominal sizes as indicated on drawings, S4S.
B.Moisture Content: S-dry or MC19.
C.Stud Framing (2 by 2 through 2 by 6 ):
1.Grade: No. 2.
D.Joist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16 ):
1.Grade: No. 1 & Btr.
E.Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:
1.Lumber: S4S, No. 2 or Standard Grade.
2.Boards: Standard or No. 3.
2.03 CONSTRUCTION PANELS
A.Subfloor/Underlayment Combination: Oriented strand board wood structural panel; PS 2, rated
Single Floor.
1.Bond Classification: Exterior.
2.Performance Category: 23/32 PERF CAT.
3.Span Rating: 24.
4.Edges: Tongue and groove.
5.Exposure Time: Sheathing will not delaminate or require sanding due to moisture
absorption from exposure to weather for up to 200 days.
6.Warranty: Manufacturer's standard lifetime limited warranty against manufacturing defects
and that panels will not delaminate or require sanding due to moisture absorption damage
from exposure to weather for up to the stated period.
B.Roof Sheathing: Any PS 2 type, rated Structural I Sheathing.
1.Bond Classification: Exterior.
2.Span Rating: 60.
3.Performance Category: 3/4 PERF CAT.
C.Communications and Electrical Room Mounting Boards: PS 1 A-D plywood, or medium density
fiberboard; 3/4 inch thick; flame spread index of 25 or less, smoke developed index of 450 or
less, when tested in accordance with ASTM E84.
2.04 ACCESSORIES
A.Fasteners and Anchors:
1.Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for
high humidity and preservative-treated wood locations, unfinished steel elsewhere.
B.Sill Gasket on Top of Foundation Wall: 1/4 inch thick, plate width, closed cell plastic foam from
continuous rolls.
C.Subfloor Adhesives: Waterproof, air cure type, cartridge dispensed.
2.05 FACTORY WOOD TREATMENT
A.Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System
for wood treatments determined by use categories, expected service conditions, and specific
applications.
1.Fire-Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating
compliance with specified requirements.
2.Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an
ALSC-accredited testing agency, certifying level and type of treatment in accordance with
AWPA standards.
B.Fire Retardant Treatment:
19M01
Pure Pharmacy 06 1000 - 3
ROUGH CARPENTRY
1.Interior Type A: AWPA U1, Use Category UCFA, Commodity Specification H, low
temperature (low hygroscopic) type, chemically treated and pressure impregnated;
capable of providing a maximum flame spread index of 25 when tested in accordance with
ASTM E84, with no evidence of significant combustion when test is extended for an
additional 20 minutes.
a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber
and 15 percent for plywood.
b. Treat rough carpentry items as indicated .
c. Do not use treated wood in applications exposed to weather or where the wood may
become wet.
C. Preservative Treatment:
1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category
UC3B, Commodity Specification A using waterborne preservative.
a. Kiln dry lumber after treatment to maximum moisture content of 19 percent.
b. Treat lumber exposed to weather.
c. Treat lumber in contact with roofing, flashing, or waterproofing.
d. Treat lumber in contact with masonry or concrete.
PART 3 EXECUTION
3.01 PREPARATION
A. Install sill gasket under sill plate of framed walls bearing on foundations; puncture gasket
cleanly to fit tightly around protruding anchor bolts.
B. Coordinate installation of rough carpentry members specified in other sections.
3.02 INSTALLATION - GENERAL
A. Select material sizes to minimize waste.
B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory
components, including: shims, bracing, and blocking.
C. Where treated wood is used on interior, provide temporary ventilation during and immediately
after installation sufficient to remove indoor air contaminants.
3.03 FRAMING INSTALLATION
A. Set structural members level, plumb, and true to line. Discard pieces with defects that would
lower required strength or result in unacceptable appearance of exposed members.
B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to
maintain structure in true alignment and safe condition until completion of erection and
installation of permanent bracing.
C. Install structural members full length without splices unless otherwise specifically detailed.
D. Comply with member sizes, spacing, and configurations indicated, and fastener size and
spacing indicated, but not less than required by applicable codes, AWC (WFCM) Wood Frame
Construction Manual, and ____________.
E. Install horizontal spanning members with crown edge up and not less than 1-1/2 inches of
bearing at each end.
F. Construct double joist headers at floor and ceiling openings and under wall stud partitions that
are parallel to floor joists; use metal joist hangers unless otherwise detailed.
G. Provide bridging at joists in excess of 8 feet span as detailed. Fit solid blocking at ends of
members.
H. Frame wall openings with two or more studs at each jamb; support headers on cripple studs.
3.04 BLOCKING, NAILERS, AND SUPPORTS
A. Provide framing and blocking members as indicated or as required to support finishes, fixtures,
specialty items, and trim.
19M01
Pure Pharmacy 06 1000 - 4
ROUGH CARPENTRY
B. In framed assemblies that have concealed spaces, provide solid wood fireblocking as required
by applicable local code, to close concealed draft openings between floors and between top
story and roof/attic space; other material acceptable to code authorities may be used in lieu of
solid wood blocking.
C. In walls, provide blocking attached to studs as backing and support for wall-mounted items,
unless item can be securely fastened to two or more studs or other method of support is
explicitly indicated.
D. Where ceiling-mounting is indicated, provide blocking and supplementary supports above
ceiling, unless other method of support is explicitly indicated.
E. Provide the following specific non-structural framing and blocking:
1. Cabinets and shelf supports.
2. Wall brackets.
3. Handrails.
4. Grab bars.
5. Towel and bath accessories.
6. Wall-mounted door stops.
7. Marker boards and tack boards.
3.05 ROOF-RELATED CARPENTRY
A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and
roofing assembly installation, including insulation.
B. Provide wood curb at all roof openings except where specifically indicated otherwise. Form
corners by alternating lapping side members.
3.06 INSTALLATION OF CONSTRUCTION PANELS
A. Subflooring/Underlayment Combination: Glue and nail to framing; staples are not permitted.
B. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with
ends staggered and over firm bearing.
1. Nail panels to framing; staples are not permitted.
C. Communications and Electrical Room Mounting Boards: Secure with screws to studs with
edges over firm bearing; space fasteners at maximum 24 inches on center on all edges and into
studs in field of board.
1. At fire-rated walls, install board over wall board indicated as part of the fire-rated assembly.
2. Where boards are indicated as full floor-to-ceiling height, install with long edge of board
parallel to studs.
3. Install adjacent boards without gaps.
END OF SECTION
19M01
Pure Pharmacy 06 2000 - 1
FINISH CARPENTRY
SECTION 06 2000
FINISH CARPENTRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Finish carpentry items. Including decorative panels.
B.Wood casings and moldings.
C.Hardware and attachment accessories.
1.02 RELATED REQUIREMENTS
A.Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking.
B.Section 06 4100 - Architectural Wood Casework: Shop fabricated custom cabinet work.
1.03 REFERENCE STANDARDS
A.NEMA LD 3 - High-Pressure Decorative Laminates; 2005.
1.04 DELIVERY, STORAGE, AND HANDLING
A.Protect from moisture damage.
PART 2 PRODUCTS
2.01 FINISH CARPENTRY ITEMS
2.02 WOOD-BASED COMPONENTS
A.Wood fabricated from old growth timber is not permitted.
2.03 PLASTIC LAMINATE MATERIALS
A.Plastic Laminate: NEMA LD 3; color as selected by Architect; textured, low gloss finish.
B.Low Pressure Laminate: Melamine; ________ color, white pattern and gloss surface texture.
2.04 FASTENINGS
A.Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose; not
containing formaldehyde or other volatile organic compounds.
B.Adhesive for factory-fabricated units: Manufacturer's recommended adhesive for application.
2.05 ACCESSORIES
2.06 FABRICATION
A.Shop assemble work for delivery to site, permitting passage through building openings.
B.Cap exposed plastic laminate finish edges with material of same finish and pattern.
C.When necessary to cut and fit on site, provide materials with ample allowance for cutting.
Provide trim for scribing and site cutting.
D.Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit
corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate
counter butt joints minimum 2 feet from sink cut-outs.
PART 3 EXECUTION
3.01 INSTALLATION
A.Set and secure materials and components in place, plumb and level.
B.Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use
additional overlay trim to conceal larger gaps.
3.02 TOLERANCES
A.Maximum Variation from True Position: 1/16 inch.
B.Maximum Offset from True Alignment with Abutting Materials: 1/32 inch.
END OF SECTION
19M01
Pure Pharmacy 06 2000 - 2
FINISH CARPENTRY
19M01
Pure Pharmacy 06 4100 - 1
ARCHITECTURAL WOOD
CASEWORK
SECTION 06 4100
ARCHITECTURAL WOOD CASEWORK
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Specially fabricated cabinet units.
B.Hardware.
C.Factory finishing.
D.Cable Management.
1.02 RELATED REQUIREMENTS
A.Section 01 7000 - Execution and Closeout Requirements: Cleaning Materials.
B.Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking.
C.Section 08 8000 - Glazing: Glass for casework.
D.Section 12 3600 - Countertops.
1.03 REFERENCE STANDARDS
A.AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.
B.AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;
2016.
C.BHMA A156.9 - American National Standard for Cabinet Hardware; 2010.
D.NEMA LD 3 - High-Pressure Decorative Laminates; 2005.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and
accessories.
C.Product Data: Provide data for hardware accessories and cable management.
D.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-laminates, for each type, color, pattern, and surface finish.
4.Thermoset decorative panels, for each type, color, pattern, and surface finish.
5.Solid-surfacing materials.
6.Actual sample items of proposed pulls, hinges, shelf standards, locksets, and edge
banding, demonstrating hardware design, quality, and finish.
1.05 QUALITY ASSURANCE
A.Fabricator Qualifications: Company specializing in fabricating the products specified in this
section with minimum five years of documented experience.
B.Quality Certification:
1.Provide labels or certificates indicating that the installed work complies with
AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS) requirements for grade or grades
specified.
1.06 MOCK-UP
A.Provide mock-up of typical base cabinet, wall cabinet, and countertop, including hardware,
finishes, and plumbing accessories.
B.Locate where directed.
C.Mock-up may remain as part of the Work.
19M01
Pure Pharmacy 06 4100 - 2
ARCHITECTURAL WOOD
CASEWORK
1.07 FIELD CONDITIONS
A.During and after installation of custom cabinets, maintain temperature and humidity conditions
in building spaces at same levels planned for occupancy.
PART 2 PRODUCTS
2.01 CABINETS
A.Quality Grade: Unless otherwise indicated provide products of quality specified by
AWI//AWMAC/WI (AWS) for Custom Grade.
B.Plastic Laminate Faced Cabinets: Custom grade.
C.Cabinets:
1.Finish - Exposed Exterior Surfaces: Decorative laminate.
2.Finish - Exposed Interior Surfaces: Decorative laminate.
3.Finish - Semi-Exposed Surfaces: Decorative laminate
4.Finish - Concealed Surfaces: Manufacturer's option.
5.Door and Drawer Front Edge Profiles: Square edge with thick applied band. 3mm
edgeband.
6.Casework Construction Type: Type A - Frameless.
7.Interface Style for Cabinet and Door: Style 1 - Overlay; flush overlay.
8.Cabinet Design Series: As indicated on drawings.
9.Adjustable Shelf Loading: 50 lbs. per sq. ft.
10.Cabinet Style: Flush overlay.
11.Cabinet Doors and Drawer Fronts: Flush style.
12.Drawer Side Construction: Multiple-dovetailed. Hardwood Plywood.
13.Drawer Bottom: Min. 1/4 thick.
2.02 WOOD-BASED COMPONENTS
A.Wood fabricated from old growth timber is not permitted.
2.03 LAMINATE MATERIALS
A.High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific
applications.
B.Provide specific types meeting the requirements of the AWS for the Grade specified.
2.04 COUNTERTOPS
A.Countertops are specified in Section 12 3600.
2.05 ACCESSORIES
A.Plastic Edge Banding: Extruded PVC, flat shaped; smooth finish; self locking serrated tongue;
of width to match component thickness. Use 3 mm at doors and drawers.
1.Color: As indicated on drawings.
B.Glass: Type ____ as specified in Section 08 8000.
C.Grommets: Standard plastic, painted metal, or rubber grommets for cut-outs, in color to match
adjacent surface.
2.06 HARDWARE
A.Hardware: BHMA A156.9, types as recommended by fabricator for quality grade specified.
B.Adjustable Shelf Supports: Standard side-mounted system using recessed metal shelf
standards or multiple holes for pin supports and coordinated self rests, satin chrome finish, for
nominal 1 inch spacing adjustments.
C.Drawer and Door Pulls: "U" shaped wire pull, steel with satin finish, 4 inch centers.
D.Cabinet Locks: Keyed cylinder, two keys per lock, steel with satin finish.
E.Catches: Magnetic.
F.Drawer Slides:
19M01
Pure Pharmacy 06 4100 - 3
ARCHITECTURAL WOOD
CASEWORK
1.Type: Full extension.
2.Static Load Capacity: Heavy Duty grade.
3.Mounting: Side mounted.
4.Stops: Integral type.
5.Features: Provide self closing/stay closed type.
G.Hinges: European style concealed self-closing type, BHMA No. A156.9, B01602,steel with
satin finish.
H.Bumpers: Clear polyurethane 3/8 inch diameter by min. 1/8 inch thick bumper with a
self-adhesive back. Two per drawer and door.
2.07 CABLE MANAGEMENT
A.Manufacturer: TechDek (www.techdekproducts.com) or approved equal.
B.Model Description:
1.Steel wire under-desk cable organizer 'Cable Corral' .
2.Overall length: 30 inches with a holding tray length of 23 inches.
3.Depth: 7 inches.
4.Height: 4 1/4 inches.
5.Color: Black
6.Mounting Hardware.
2.08 FABRICATION
A.Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit
passage through building openings.
B.Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than
one piece for any single length.
C.Fitting: When necessary to cut and fit on site, provide materials with ample allowance for
cutting. Provide matching trim for scribing and site cutting.
D.Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with
manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly
bevel arises.Locate counter butt joints minimum 2 feet from sink cut-outs.
E.Provide cutouts for plumbing fixtures, outlet boxes, and fixtures and fittings. Verify locations of
cutouts from on-site dimensions. Prime paint cut edges.
F.Shop glaze glass materials using the Interior Dry method as specified in Section 08 8000.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify adequacy of backing and support framing.
B.Verify location and sizes of utility rough-in associated with work of this section.
3.02 INSTALLATION
A.Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.
B.Use fixture attachments in concealed locations for wall mounted components.
C.Use concealed joint fasteners to align and secure adjoining cabinet units and countertops.
D.Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not
use additional overlay trim for this purpose.
E.Countersink anchorage devices at exposed locations. Conceal with solid wood plugs of species
to match surrounding wood; finish flush with surrounding surfaces.
F.Cabinets: Install without distortion so doors and drawers fit openings properly and are
accurately aligned. Adjust hardware to center doors and drawers in openings and to provide
unencumbered operation.
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ARCHITECTURAL WOOD
CASEWORK
1.Fasten wall cabinets through back, near top and bottom, at ends and not more than 16
inches o.c. with No. 10 wafer-head screws sized for 1-inch penetration into wood framing,
blocking, or hanging strips.
G.Cable Management: Install at each computer work station and where indicated on drawings.
Coordinate final location with Voice/Data contractor.
3.03 ADJUSTING
A.Adjust installed work.
3.04 CLEANING AND PROTECTING
A.Clean casework, counters, shelves, hardware, fittings, and fixtures. See cleaning product
legend on drawings for cleaning schedule.
B.Protection: Provide 6 mil plastic or other suitable water resistant covering over countertop
surfaces. Tape to underside of countertop at a minimum of 48 inches o.c. Remove protection
at Substantial Completion.
END OF SECTION
19M01
Pure Pharmacy 07 2100 - 1
THERMAL INSULATION
SECTION 07 2100
THERMAL INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Board insulation at cavity wall construction, perimeter foundation wall, and over roof sheathing.
B.Batt insulation and vapor retarder in exterior wall, ceiling, and roof construction.
C.Batt insulation for filling perimeter window and door shim spaces and crevices in exterior wall
and roof.
1.02 RELATED REQUIREMENTS
A.Section 04 2000 - Unit Masonry: Masonry walls enclosing insulation.
B.Section 06 1000 - Rough Carpentry: Supporting construction for batt insulation.
C.Section 06 1000 - Rough Carpentry: Installation requirements for board insulation over steep
slope roof sheathing or roof structure.
D.Section 07 5300 - Elastomeric Membrane Roofing: Installation requirements for board
insulation over low slope roof deck specified in this section.
E.Section 07 8400 - Firestopping: Insulation as part of fire-rated through-penetration assemblies.
F.Section 09 2116 - Gypsum Board Assemblies: Installation of acoustic insulation inside walls
and partitions.
1.03 REFERENCE STANDARDS
A.ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2015a.
B.ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light
Frame Construction and Manufactured Housing; 2012.
C.ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal
Insulation Board; 2014.
D.ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
E.ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750
Degrees C; 2012.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide data on product characteristics, performance criteria, and product
limitations.
C.ABAA Field Quality Control Submittals: Submit third-party reports of testing and inspection
required by ABAA QAP.
D.ABAA Manufacturer Qualification: Submit documentation of current evaluation of proposed
manufacturer and materials.
E.ABAA Installer Qualification: Submit documentation of current contractor accreditation and
current installer certification. Keep copies of contractor accreditation and installer certification
on site during and after installation. Present on-site documentation upon request.
1.05 QUALITY ASSURANCE
A.Air Barrier Association of America (ABAA) Quality Assurance Program (QAP);
www.airbarrier.org/#sle:
1.Installer Qualification: Use accredited contractor, certified installers, evaluated materials,
and third-party field quality control audit.
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Pure Pharmacy 07 2100 - 2
THERMAL INSULATION
2.Manufacturer Qualification: Use evaluated materials from a single manufacturer regularly
engaged in air barrier material manufacture. Use secondary materials approved in writing
by primary material manufacturer.
PART 2 PRODUCTS
2.01 APPLICATIONS
A.Insulation at Perimeter of Foundation: Extruded polystyrene board.
B.Insulation Inside Masonry Cavity Walls: Extruded polystyrene (XPS) carbon black board.
C.Insulation in Metal Framed Walls: Batt insulation with integral vapor retarder.
D.Insulation in Wood Framed Walls: Batt insulation with integral vapor retarder.
E.Insulation Above Lay-In Acoustical Ceilings: Batt insulation with no vapor retarder.
F.Insulation Over Roof Deck: Extruded polystyrene (XPS) board.
2.02 FOAM BOARD INSULATION MATERIALS
A.Extruded Polystyrene Board Insulation: Extruded polystyrene board; with natural skin surfaces,
and the following characteristics:
1.Type: ASTM C578, Type IV.
2.Flame Spread Index (FSI): Class A - 0 to 25, when tested in accordance with ASTM E84.
3.Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84.
4.Board Edges: Square.
B.Extruded Polystyrene (XPS) Cavity Wall Insulation Board: Complies with ASTM C578, and
manufactured using carbon black technology.
1.Flame Spread Index (FSI): Class A - 0 to 25, when tested in accordance with ASTM E84.
2.Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84.
3.Type and Thermal Resistance, R-value: Type IV, 5.0 (0.88), minimum, per 1 inch
thickness at 75 degrees F mean temperature.
4.Board Size: 15-3/4 inch by 96 inch.
5.Board Thickness: 1-3/4 inch.
6.Board Edges: Square.
C.Polyisocyanurate (ISO) Board Insulation with Facers Both Sides: Rigid cellular foam, complying
with ASTM C1289.
1.Flame Spread Index (FSI): Class A - 0 to 25, when tested in accordance with ASTM E84.
2.Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84.
2.03 BATT INSULATION MATERIALS
A.Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used,
at Contractor's option.
B.Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665;
friction fit.
1.Flame Spread Index: 25 or less, when tested in accordance with ASTM E84.
2.Smoke Developed Index: 50 or less, when tested in accordance with ASTM E84.
3.Combustibility: Non-combustible, when tested in accordance with ASTM E136.
C.Mineral Fiber Batt Insulation: Flexible or semi-rigid preformed batt or blanket, complying with
ASTM C665; friction fit; unfaced flame spread index of 0 (zero) when tested in accordance with
ASTM E84.
1. Provide foil facing on one side; with flame spread index of 25 or less, when tested in
accordance with ASTM E84.
2. Smoke Developed Index: 0 (zero), when tested in accordance with ASTM E84.
2.04 ACCESSORIES
A. Sheet Vapor Retarder: Black polyethylene film reinforced with glass fiber square mesh, min. 6
mil thick. Provide Griffolyn T-65 manufactured by Reef Industries, Inc.. Or provide
DURA-SKRIM 6WW manufactured by Raven Industries, Inc.
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Pure Pharmacy 07 2100 - 3
THERMAL INSULATION
B. Tape joints of rigid insulation in accordance with roofing and insulation manufacturers'
instructions.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are
ready to receive insulation.
B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or
substances that may impede adhesive bond.
3.02 BOARD INSTALLATION AT FOUNDATION PERIMETER
A. Install boards horizontally on foundation perimeter.
B. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane.
3.03 BOARD INSTALLATION AT CAVITY WALLS
A. Apply adhesive to back of boards:
B. Install boards to fit snugly between wall ties.
C. Install boards horizontally on walls.
1. Butt edges and ends tightly to adjacent boards and to protrusions. Seal all joints between
each board to form a tight seal. Fill voids in completed installation with adhesive, mastic, or
sealant as recommended by manufacturer.
D. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane.
3.04 BOARD INSTALLATION OVER STEEP SLOPE ROOF SHEATHING OR ROOF STRUCTURE
A. Installation of board insulation over steep slope roof structure or roof sheathing is specified in
Section 06 1000.
3.05 BATT INSTALLATION
A. Install insulation and vapor retarder in accordance with manufacturer's instructions.
B. Install in exterior wall, roof, and ceiling spaces without gaps or voids. Do not compress
insulation.
C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.
D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services
within the plane of the insulation.
E. At wood framing, place vapor retarder on warm side of insulation by stapling at 6 inches on
center. Lap and seal sheet retarder joints over member face.
F. At metal framing, place vapor retarder on warm side of insulation; lap and seal sheet retarder
joints over member face.
G. Tape seal tears or cuts in vapor retarder.
H. Extend vapor retarder tightly to full perimeter of adjacent window and door frames and other
items interrupting the plane of the membrane. Tape seal in place.
3.06 PROTECTION
A. Do not permit installed insulation to be damaged prior to its concealment.
END OF SECTION
19M01
Pure Pharmacy 07 6200 - 1
SHEET METAL FLASHING AND
TRIM
SECTION 07 6200
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Fabricated sheet metal items, including flashings, counterflashings, gutters, downspouts, and
items indicated on drawings.
B.Sealants for joints within sheet metal fabrications.
1.02 RELATED REQUIREMENTS
A.Section 04 2000 - Unit Masonry: Metal flashings embedded in masonry.
B.Section 06 1000 - Rough Carpentry: Field fabricated roof curbs.
C.Section 07 3113 - Asphalt Shingles: Non-metallic flashings associated with shingle roofing.
D.Section 07 7100 - Roof Specialties: Manufactured copings, flashings, and expansion joint
covers.
E.Section 07 9200 - Joint Sealants: Sealing non-lap joints between sheet metal fabrications and
adjacent construction.
1.03 REFERENCE STANDARDS
A.AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures for
High Performance Organic Coatings on Aluminum Extrusions and Panels; 2013.
B.ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.
C.ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2014.
D.ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate
[Metric]; 2014.
E.CDA A4050 - Copper in Architecture - Handbook; current edition.
F.SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Samples: Submit two samples 8x8 inch in size illustrating metal finish color.
1.05 QUALITY ASSURANCE
A.Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and
standard details, except as otherwise indicated.
B.Fabricator and Installer Qualifications: Company specializing in sheet metal work with 5 years
of documented experience.
PART 2 PRODUCTS
2.01 SHEET MATERIALS
A.Pre-Finished Aluminum: ASTM B209 (ASTM B209M); 20 gage (0.032 inch) thick; plain finish
shop pre-coated with fluoropolymer coating.
1.Fluoropolymer Coating: High Performance Organic Finish, AAMA 2604; multiple coat,
thermally cured fluoropolymer finish system.
2.Color: As shown on drawings or as selected by Architect from manufacturer's standard
colors.
B.Stainless Steel: ASTM A666, Type 304 alloy, soft temper, 28 gage, (0.0156 inch) thick; smooth
No. 4 - Brushed finish.
2.02 ACCESSORIES
A.Fasteners: Stainless steel, with soft neoprene washers.
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Pure Pharmacy 07 6200 - 2
SHEET METAL FLASHING AND
TRIM
B.Reglets: Surface mounted type, galvanized steel; face and ends covered with plastic tape.
2.03 FABRICATION
A.Form sections true to shape, accurate in size, square, and free from distortion or defects.
B.Form pieces in longest possible lengths.
C.Hem exposed edges on underside 1/2 inch; miter and seam corners.
D.Form material with flat lock seams, except where otherwise indicated; at moving joints, use
sealed lapped, bayonet-type or interlocking hooked seams.
E.Fabricate corners from one piece with minimum 18 inch long legs; solder for rigidity, seal with
sealant.
2.04 GUTTER AND DOWNSPOUT FABRICATION
A.Gutters: Profile as indicated.
B.Downspouts: Profile as indicated.
C.Gutters and Downspouts: Size for rainfall intensity determined by a storm occurrence of 1 in 10
years in accordance with SMACNA (ASMM).
D.Accessories: Profiled to suit gutters and downspouts.
1.Anchorage Devices: In accordance with SMACNA (ASMM) requirements.
2.Gutter Supports: Brackets.
3.Downspout Supports: Brackets.
E.Seal metal joints.
PART 3 EXECUTION
3.01 INSTALLATION
A.Secure flashings in place using concealed fasteners, and use exposed fasteners only where
permitted..
B.Apply plastic cement compound between metal flashings and felt flashings.
C.Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines
accurate to profiles.
D.Secure gutters and downspouts in place with concealed fasteners.
END OF SECTION
19M01
Pure Pharmacy 07 9200 - 1
JOINT SEALANTS
SECTION 07 9200
JOINT SEALANTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Nonsag gunnable joint sealants.
B.Self-leveling pourable joint sealants.
1.02 RELATED REQUIREMENTS
A.Section 07 8400 - Firestopping: Firestopping sealants.
B.Section 08 8000 - Glazing: Glazing sealants and accessories.
C.Section 09 2116 - Gypsum Board Assemblies: Sealing acoustical and sound-rated walls and
ceilings.
D.Section 09 3000 - Tiling: Sealant between tile and plumbing fixtures and at junctions with other
materials and changes in plane.
1.03 REFERENCE STANDARDS
A.ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by
Means of a Durometer; 2006 (Reapproved 2011).
B.ASTM C794 - Standard Test Method for Adhesion-In-Peel of Elastomeric Joint Sealants; 2015.
C.ASTM C834 - Standard Specification for Latex Sealants; 2014.
D.ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications; 2012.
E.ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.
F.ASTM C1087 - Standard Test Method for Determining Compatibility of Liquid-Applied Sealants
with Accessories Used in Structural Glazing Systems; 2000 (Reapproved 2011).
G.ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013.
H.ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants; 2008
(Reapproved 2012).
I.ASTM C1311 - Standard Specification for Solvent Release Sealants; 2014.
J.ASTM C1521 - Standard Practice for Evaluating Adhesion of Installed Weatherproofing Sealant
Joints; 2013.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be
used, that includes the following.
1.Physical characteristics, including movement capability, VOC content, hardness, cure time,
and color availability.
2.List of backing materials approved for use with the specific product.
3.Substrates that product is known to satisfactorily adhere to and with which it is compatible.
4.Substrates the product should not be used on.
5.Substrates for which use of primer is required.
C.Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color
cards showing standard colors available for selection.
D.Samples for Verification: Where custom sealant color is specified, obtain directions from
Architect and submit at least two physical samples for verification of color of each required
sealant.
E.Preconstruction Laboratory Test Reports: Submit at least four weeks prior to start of
installation.
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Pure Pharmacy 07 9200 - 2
JOINT SEALANTS
F.Field Quality Control Log: Submit filled out log for each length or instance of sealant installed,
within 10 days after completion of inspections/tests; include bagged test samples and
photographic records, if any.
1.05 QUALITY ASSURANCE
A.Installer Qualifications: Company specializing in performing the work of this section and with at
least three years of documented experience.
B.Testing Agency Qualifications: Independent firm specializing in performing testing and
inspections of the type specified in this section.
C.Preconstruction Laboratory Testing: Arrange for sealant manufacturer(s) to test each
combination of sealant, substrate, backing, and accessories.
1.Adhesion Testing: In accordance with ASTM C794.
2.Compatibility Testing: In accordance with ASTM C1087.
3.Allow sufficient time for testing to avoid delaying the work.
4.Deliver to manufacturer sufficient samples for testing.
5.Report manufacturer's recommended corrective measures, if any, including primers or
techniques not indicated in product data submittals.
6.Testing is not required if sealant manufacturer provides data showing previous testing, not
older than 24 months, that shows satisfactory adhesion, lack of staining, and compatibility.
D.Field Adhesion Test Procedures:
1.Allow sealants to fully cure as recommended by manufacturer before testing.
2.Have a copy of the test method document available during tests.
3.Record the type of failure that occurred, other information required by test method, and the
information required on the Field Quality Control Log.
4.When performing destructive tests, also inspect the opened joint for proper installation
characteristics recommended by manufacturer, and report any deficiencies.
5.Deliver the samples removed during destructive tests in separate sealed plastic bags,
identified with project, location, test date, and test results, to Owner.
6.If any combination of sealant type and substrate does not show evidence of minimum
adhesion or shows cohesion failure before minimum adhesion, report results to Architect.
E.Destructive Field Adhesion Test: Test for adhesion in accordance with ASTM C1521, using
Destructive Tail Procedure.
1.Sample: At least 18 inch long.
2.Minimum Elongation Without Adhesive Failure: Consider the tail at rest, not under any
elongation stress; multiply the stated movement capability of the sealant in percent by two;
then multiply 1 inch by that percentage; if adhesion failure occurs before the "1 inch mark"
is that distance from the substrate, the test has failed.
3.If either adhesive or cohesive failure occurs prior to minimum elongation, take necessary
measures to correct conditions and re-test; record each modification to products or
installation procedures.
4.Repair failed portions of joints.
F.Field Adhesion Tests of Joints: Test for adhesion using most appropriate method in
accordance with ASTM C1521, or other applicable method as recommended by manufacturer.
1.06 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Correct defective work within a five year period after Date of Substantial Completion.
C.Warranty: Include coverage for installed sealants and accessories that fail to achieve
watertight seal , exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.01 JOINT SEALANT APPLICATIONS
A.Scope:
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Pure Pharmacy 07 9200 - 3
JOINT SEALANTS
1.Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless
specifically indicated not to be sealed. Exterior joints to be sealed include, but are not
limited to, the following items.
a.Wall expansion and control joints.
b.Joints between door, window, and other frames and adjacent construction.
c.Joints between different exposed materials.
d.Openings below ledge angles in masonry.
e.Other joints indicated below.
2.Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior
joints to be sealed include, but are not limited to, the following items.
a.Joints between door, window, and other frames and adjacent construction.
b.In sound-rated wall and ceiling assemblies, gaps at electrical outlets, wiring devices,
piping, and other openings; between wall/ceiling and other construction; and other
flanking sound paths.
1)Exception: Through-penetrations in sound-rated assemblies that are also
fire-rated assemblies.
c.Other joints indicated below.
3.Do not seal the following types of joints.
a.Intentional weepholes in masonry.
b.Joints indicated to be treated with manufactured expansion joint cover or some other
type of sealing device.
c.Joints where sealant is specified to be provided by manufacturer of product to be
sealed.
d.Joints where installation of sealant is specified in another section.
e.Joints between suspended panel ceilings/grid and walls.
B.Exterior Joints: Use nonsag non-staining silicone sealant, Type E-1, unless otherwise indicated.
1.Control and Expansion Joints in Concrete Paving: Self-leveling polyurethane
"traffic-grade" sealant; Type E-2.
2.Joints below thresholds; Type E-3.
3.Joints between glazing and storefront and curtainwall framing: Use Type G-1.
4.For structural glazing use Type G-2.
C.Interior Joints: Use nonsag polyurethane sealant, Type I-1, unless otherwise indicated.
1.Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex sealant; Type I-4.
2.Joints between Fixtures in Wet Areas and Floors, Walls, and Ceilings: Mildew-resistant
silicone sealant; _____; Type I-2.
3.In Sound-Rated Assemblies: Acrylic emulsion latex sealant; Type [I-4].
4.Other Floor Joints: Self-leveling polyurethane "traffic-grade" sealant; Type I-3.
5.Joints between glazing and storefront and curtainwall framing: Use Type G-1..
6.For structural glazing use Type G-2..
D.Interior Wet Areas: Bathrooms, restrooms, and breakrooms, dog runs, coffee bar, labs; fixtures
in wet areas include plumbing fixtures, countertops, cabinets, and other similar items.
E.Sound-Rated Assemblies: Walls and ceilings identified as "STC-rated", "sound-rated", or
"acoustical". use Type I-4.
2.02 JOINT SEALANTS - GENERAL
A.Colors: As indicated on drawings.
2.03 NONSAG JOINT SEALANTS
A.Type E-1 - Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not
expected to withstand continuous water immersion or traffic.
1.Movement Capability: Plus 100 percent, minus 50 percent, minimum.
2.Non-Staining To Porous Stone: Non-staining to light-colored natural stone when tested in
accordance with ASTM C1248.
3.Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.
19M01
Pure Pharmacy 07 9200 - 4
JOINT SEALANTS
4.Cure Type: Single-component, neutral moisture curing.
5.Manufacturers:
a.Dow Chemical Company; DOWSIL 790 Silicone Building Sealant:
consumer.dow.com/en-us/industry/ind-building-construction.html/#sle.
b.Pecora Corporation; _____: www.pecora.com/#sle.
c.Sika Corporation; Sikasil WS-290: www.usa-sika.com/#sle.
d.Substitutions: See Section 01 6000 - Product Requirements.
B.Type G-1 - Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not
expected to withstand continuous water immersion or traffic.
1.Movement Capability: Plus and minus 50 percent, minimum.
2.Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.
3.Cure Type: Single-component, neutral moisture curing.
4.Products:
a.Dow Corning Corporation; 795 Silicone Building Sealant:
www.dowcorning.com/construction.
b.Substitutions: See Section 01 6000 - Product Requirements.
C.Type G-2 - Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not
expected to withstand continuous water immersion or traffic.
1.Movement Capability: Plus and minus 50 percent, minimum.
2.Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.
3.Cure Type: Single-component, neutral moisture curing.
4.Products:
a.Dow Corning Corporation; 795 Silicone Building Sealant:
www.dowcorning.com/construction.
b.Dow Corning Corporation; 995 Silicone Building Sealant:
www.dowcorning.com/construction..
c.Ultraglaze 4000, GE Silicones.
d.Substitutions: See Section 01 6000 - Product Requirements.
D.Type I-2 - Mildew-Resistant Silicone Sealant: ASTM C920, Grade NS, Uses M and A; single
component, mildew resistant; not expected to withstand continuous water immersion or traffic.
1.Manufacturers:
a.Pecora Corporation; _____: www.pecora.com/#sle.
b.Sika Corporation; Sikasil GP: www.usa-sika.com/#sle.
c.Dow Corning Corporation; 786 Mildew Resistant Silicone Building Sealant:
www.dowcorning.com/construction..
d.Substitutions: See Section 01 6000 - Product Requirements.
E.Type I-1 - Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; multicomponent; not
expected to withstand continuous water immersion or traffic.
1.Movement Capability: Plus and minus 50 percent, minimum.
2.Manufacturers:
a.Sika Corporation; Sikaflex-2c NS: www.usa-sika.com/#sle.
b.Substitutions: See Section 01 6000 - Product Requirements.
F.Type I-3 - Nonsag "Traffic-Grade" Polyurethane Sealant: ASTM C920, Grade NS, Uses M and
A; multicomponent; explicitly approved by manufacturer for continuous water immersion and
traffic without the necessity to recess sealant below traffic surface.
1.Movement Capability: Plus and minus 25 percent, minimum.
2.Hardness Range: 40 to 50, Shore A, when tested in accordance with ASTM C661.
3.Manufacturers:
a.Dynatred, Pecora Corporation.
b.Vulkem 227, Tremco..
c.Masterseal NP2, BASF.
d.Substitutions: See Section 01 6000 - Product Requirements.
19M01
Pure Pharmacy 07 9200 - 5
JOINT SEALANTS
G.Type I-4 - Acrylic Emulsion Latex: Water-based; ASTM C834, single component, non-staining,
non-bleeding, non-sagging; not intended for exterior use.
1.Grade: ASTM C834; Grade - Minus 18 Degrees C.
2.Manufacturers:
a.Franklin International, Inc; Titebond GREENchoice Acoustical Smoke & Sound
Sealant: www.titebond.com/#sle.
b.Hilti, Inc; CP 506 Smoke and Acoustical Sealant: www.us.hilti.com/#sle.
c.USG Corp.; Sheetrock Acoustical sealant..
d.Substitutions: See Section 01 6000 - Product Requirements.
H.Type E-3 - Butyl Sealant: Solvent-based; ASTM C1311; single component, nonsag; not
expected to withstand continuous water immersion or traffic.
1.Manufacturers:
a.Pecora Corporation; BC-158: www.pecora.com..
b.Tremco Butyl Sealant, Tremco..
c.Substitutions: See Section 01 6000 - Product Requirements.
2.04 SELF-LEVELING SEALANTS
A.Type E-2 - Self-Leveling Polyurethane Sealant: ASTM C920, Grade P, Uses M and A; single or
multicomponent; explicitly approved by manufacturer for traffic exposure; not expected to
withstand continuous water immersion .
1.Movement Capability: Plus and minus 25 percent, minimum.
2.Service Temperature Range: Minus 40 to 180 degrees F.
3.Manufacturers:
a.Pecora Corporation; ____: www.pecora.com/#sle.
b.Sherwin-Williams Company; Stampede 2SL Polyurethane Sealant:
www.sherwin-williams.com/#sle.
c.Sika Corporation; Sikaflex-2c SL: www.usa-sika.com/#sle.
B.Type ___ - Self-Leveling Polyurethane Sealant for Continuous Water Immersion: Polyurethane;
ASTM C920, Grade P, Uses M and A; single or multi-component; explicitly approved by
manufacturer for traffic exposure and continuous water immersion.
1. Movement Capability: Plus and minus 25 percent, minimum.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that joints are ready to receive work.
B. Verify that backing materials are compatible with sealants.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant
work; be aware that sealant drips and smears may not be completely removable.
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of
surfaces and material installation instructions.
B. Perform installation in accordance with ASTM C1193.
C. Perform acoustical sealant application work in accordance with ASTM C919.
D. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck
dimension, and surface bond area as recommended by manufacturer, except where specific
dimensions are indicated.
19M01
Pure Pharmacy 07 9200 - 6
JOINT SEALANTS
E. Install bond breaker backing tape where backer rod cannot be used.
F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without
getting sealant on adjacent surfaces.
G. Do not install sealant when ambient temperature is outside manufacturer's recommended
temperature range, or will be outside that range during the entire curing period, unless
manufacturer's approval is obtained and instructions are followed.
H. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape
immediately after tooling sealant surface.
END OF SECTION
19M01
Pure Pharmacy 08 1113 - 1
HOLLOW METAL DOORS AND
FRAMES
SECTION 08 1113
HOLLOW METAL DOORS AND FRAMES
PART 2 PRODUCTS
1.01 MANUFACTURERS
A.Hollow Metal Doors and Frames:
1.Curries Company, an Assa Abloy Group company: www.assaabloydss.com
B.Interior Knock Down Door Frames:
1.Timely Industries, www.timelyframes.com
1.02 PERFORMANCE REQUIREMENTS
A.Requirements for Hollow Metal Doors and Frames:
1.Steel Sheet: Comply with one or more of the following requirements; galvannealed steel
complying with ASTM A653/A653M, cold-rolled steel complying with ASTM
A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steel complying with ASTM
A1011/A1011M, commercial steel (CS) Type B, for each.
2. Accessibility: Comply with ICC A117.1 and ADA Standards.
3. Typical Door Face Sheets: Flush. Refer to Door Schedule for additional information.
4. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as
indicated on drawings. Style: Manufacturers standard.
5. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and
NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordance
with specified requirements.
B. Combined Requirements: If a particular door and frame unit is indicated to comply with more
than one type of requirement, comply with the specified requirements for each type; for
instance, an exterior door that is also indicated as being sound-rated must comply with the
requirements specified for exterior doors and for sound-rated doors; where two requirements
conflict, comply with the most stringent.
1.03 HOLLOW METAL DOORS
A. Door Finish: Factory primed and field finished.
B. Exterior Doors: Thermally insulated.
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).
a. Level 3 - Extra Heavy-duty.
b. Physical Performance Level A, 1,000,000 cycles; in accordance with ANSI/SDI
A250.4.
c. Model 1 - Full Flush.
d. Door Face Metal Thickness: 16 gage, 0.053 inch, minimum.
e. Zinc Coating: A60/ZF180 galvannealed coating; ASTM A653/A653M.
2. Door Thermal Resistance: R-Value of 6.0 minimum, for installed thickness of polystyrene.
3. Door Thickness: 1-3/4 inch, nominal.
4. Weatherstripping: Refer to Section 08 7100.
C. Interior Doors, Non-Fire Rated:
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).
a. Level 2 - Heavy-duty.
b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4.
c. Model 1 - Full Flush.
d. Door Face Metal Thickness: 18 gage, 0.042 inch, minimum.
2. Door Thickness: 1-3/4 inch, nominal.
D. Fire-Rated Doors:
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).
a. Level 2 - Heavy-duty.
b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4.
19M01
Pure Pharmacy 08 1113 - 2
HOLLOW METAL DOORS AND
FRAMES
c. Model 1 - Full Flush.
d. Door Face Metal Thickness: 18 gage, 0.042 inch, minimum.
2. Fire Rating: As indicated on Door Schedule, tested in accordance with UL 10C and NFPA
252 ("positive pressure fire tests").
3. Provide units listed and labeled by UL (DIR) or ITS (DIR).
a. Attach fire rating label to each fire rated unit.
4. Door Thickness: 1-3/4 inch, nominal.
1.04 HOLLOW METAL FRAMES
A. Comply with standards and/or custom guidelines as indicated for corresponding door in
accordance with applicable door frame requirements.
B. Frame Finish: Factory primed and field finished.
C. Exterior Door Frames: Full profile/continuously welded type.
1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance
with ASTM A653/A653M, with A40/ZF120 coating.
2. Frame Metal Thickness: 14 gage, 0.067 inch, minimum.
3. Weatherstripping: Separate, see Section 08 7100.
D. Interior Door Frames, Non-Fire Rated: Full profile/continuously welded type.
1. Frame Metal Thickness for doors less 48 inches wide: 16 gage, 0.053 inch, minimum.
2. Frame Metal Thickness for doors 48 inches and wider: 14 gage, 0.067 inch, minimum.
E. Door Frames, Fire-Rated: Full profile/continuously welded type.
1. Fire Rating: Same as door, labeled.
F. X-Ray Shielded Door Frames:
1. Shielding requirement as listed in Physicist's report.
2. Comply with frame requirements in accordance with corresponding door and wall
assembly to ensure an uninterrupted complete shielding system of the room envelope.
3. See drawings for lead lined details.
G. Frames for Wood Doors: Comply with frame requirements in accordance with corresponding
door.
H. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to be
grouted.
I. Frames in Masonry Walls: Size to suit masonry coursing with head member 4 inch high to fill
opening without cutting masonry units.
J. Frames Wider than 48 inches: Reinforce with steel channel fitted tightly into frame head, flush
with top.
1.05 FINISHES
A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.
1.06 ACCESSORIES
A. Louvers: Roll formed steel with overlapping frame; finish same as door components;
factory-installed.
1. In Fire-Rated Doors: UL (DIR) or ITS (DIR) listed fusible link louver, same rating as door.
2. Style: Sightproof inverted V blade.
3. Fasteners: Concealed fasteners.
B. Removable Stops: Formed sheet steel, shape as indicated on drawings, mitered corners;
prepared for countersink style tamper proof screws.
C. Grout for Frames: Portland cement grout with maximum 4 inch slump for hand troweling;
thinner pumpable grout is prohibited.
D. Silencers: Resilient rubber, fitted into drilled hole; provide three on strike side of single door,
three on center mullion of pairs, and two on head of pairs without center mullions.
19M01
Pure Pharmacy 08 1113 - 3
HOLLOW METAL DOORS AND
FRAMES
E. Temporary Frame Spreaders: Provide for factory- or shop-assembled frames.
END OF SECTION
19M01
Pure Pharmacy 08 1416 - 1
FLUSH WOOD DOORS
SECTION 08 1416
FLUSH WOOD DOORS
PART 1 GENERAL
1.01 SECTION INCLUDES
1.02 RELATED REQUIREMENTS
A.Section 00 3100 - Available Project Information: For Physicist's report for Lead lined doors.
B.Section 08 1113 - Hollow Metal Doors and Frames.
C.Section 08 7100 - Door Hardware.
D.Section 08 8000 - Glazing.
1.03 REFERENCE STANDARDS
A.AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.
B.AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;
2016.
C.NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2016.
D.UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition,
Including All Revisions.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Indicate door core materials and construction; veneer species, type and
characteristics.
C.Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling,
blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details.
D.Samples: Submit two samples of door veneer, 12 in. by 12 in. inch in size illustrating wood
grain, stain color, and sheen.
E.Manufacturer's Installation Instructions: Indicate special installation instructions.
F.Specimen warranty.
G.Warranty, executed in Owner's name.
1.05 QUALITY ASSURANCE
A.Maintain one copy of the specified door quality standard on site for review during installation and
finishing.
B.Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section, with not less than three years of documented experience.
1.06 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Interior Doors: Provide manufacturer's warranty for the life of the installation.
C.Include coverage for delamination of veneer, warping beyond specified installation tolerances,
defective materials, and telegraphing core construction.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Wood Veneer Faced Doors:
1.Marshfield DoorSystems, Inc; [____]: www.marshfielddoors.com.
2.Graham Wood Doors; _____: www.grahamdoors.com.
2.02 DOORS
A.Doors: Refer to drawings for locations and additional requirements.
19M01
Pure Pharmacy 08 1416 - 2
FLUSH WOOD DOORS
1.Quality Level: Premium Grade, Heavy Duty performance, in accordance with
AWI/AWMAC/WI (AWS).
2.Wood Veneer Faced Doors: 5-ply unless otherwise indicated.
B.Interior Doors: 1-3/4 inches thick unless otherwise indicated; flush construction.
1.Provide solid core doors at each location.
2.Fire Rated Doors: Tested to ratings indicated on drawings in accordance with UL 10C -
Positive Pressure; Underwriters Laboratories Inc (UL) or Intertek/Warnock Hersey (WHI)
labeled without any visible seals when door is open.
3.Lead Lined (X-ray) Doors: Minimum of 1/16 inch thick lead, unless otherwise indicated.
See Physicist's report.
4.Wood veneer facing with factory transparent finish as indicated on drawings.
2.03 DOOR AND PANEL CORES
A.Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and
faces as indicated.
B.Fire-Rated Doors: Mineral core type, with fire resistant composite core (FD), plies and faces as
indicated above; with core blocking as required to provide adequate anchorage of hardware
without through-bolting.
C.Sound-Rated Doors: Equivalent to type, with particleboard core (PC) construction as required
to achieve STC rating specified; plies and faces as indicated above.
D.Lead Lined Doors: Equivalent to type, with bonded particleboard core (PC) with continuous lead
sheet from edge to edge in center of core or between crossband and core; lead thickness; plies
and faces as indicated above.
2.04 DOOR FACINGS
A.Veneer Facing for Transparent Finish: Veneer as indicated on drawings, veneer grade in
accordance with quality standard indicated, plain sliced (flat cut), with book match between
leaves of veneer, running match of spliced veneer leaves assembled on door or panel face.
2.05 DOOR CONSTRUCTION
A.Fabricate doors in accordance with door quality standard specified.
B.Cores Constructed with stiles and rails:
1.Provide solid blocks at lock edge for hardware reinforcement.
2.Provide solid blocking for other throughbolted hardware.
C.Glazed Openings: Non-removable stops on non-secure side; sizes and configurations as
indicated on drawings.
D.Factory machine doors for hardware other than surface-mounted hardware, in accordance with
hardware requirements and dimensions.
E.Factory fit doors for frame opening dimensions identified on shop drawings, with edge
clearances in accordance with specified quality standard.
F.Provide edge clearances in accordance with the quality standard specified.
2.06 FACTORY FINISHING - WOOD VENEER DOORS
A.Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 -
Finishing for grade specified and as follows:
B.Factory finish doors in accordance with approved sample.
2.07 ACCESSORIES
A.Glazing: As specified in Section 08 8000.
B.Glazing Stops: Wood, of same species as door facing, butted corners; prepared for countersink
style tamper proof screws.
19M01
Pure Pharmacy 08 1416 - 3
FLUSH WOOD DOORS
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify existing conditions before starting work.
B.Verify that opening sizes and tolerances are acceptable.
C.Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or
alignment.
3.02 INSTALLATION
A.Install doors in accordance with manufacturer's instructions and specified quality standard.
1.Install fire-rated doors in accordance with NFPA 80 requirements.
B.Factory-Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door.
C.Use machine tools to cut or drill for hardware.
D.Coordinate installation of doors with installation of frames and hardware.
E.Coordinate installation of glazing.
3.03 TOLERANCES
A.Comply with specified quality standard for fit and clearance tolerances.
B.Comply with specified quality standard for telegraphing, warp, and squareness.
3.04 ADJUSTING
A.Adjust doors for smooth and balanced door movement.
B.Adjust closers for full closure.
END OF SECTION
19M01
Pure Pharmacy 08 3100 - 1
ACCESS DOORS AND PANELS
SECTION 08 3100
ACCESS DOORS AND PANELS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Wall access door and frame units.
B.Ceiling access door and frame units.
1.02 RELATED REQUIREMENTS
A.Section 08 7100 - Door Hardware: Mortise cylinder and core hardware.
B.Section 23 3300 - Air Duct Accessories: Access doors in ductwork.
1.03 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide sizes, types, finishes, hardware, scheduled locations, and details of
adjoining work.
C.Shop Drawings: Indicate exact position of each access door and/or panel unit.
D.Project Record Documents: Record actual locations of each access unit.
PART 2 PRODUCTS
PART 3 EXECUTION
3.01 INSTALLATION
A.Install units in accordance with manufacturer's instructions.
B.Install frames plumb and level in openings, and secure units rigidly in place.
C.Position units to provide convenient access to concealed equipment when necessary.
END OF SECTION
19M01
Pure Pharmacy 08 4313 - 1
ALUMINUM-FRAMED
STOREFRONTS
SECTION 08 4313
ALUMINUM-FRAMED STOREFRONTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Aluminum-framed storefront, with vision glass.
B.Aluminum doors and frames.
C.Door hardware.
1.02 RELATED REQUIREMENTS
A.Section 07 9200 - Joint Sealants: Sealing joints between frames and adjacent construction.
B.Section 08 7100 - Door Hardware: Hardware items other than specified in this section.
C.Section 08 8000 - Glazing: Glass and glazing accessories.
D.Section __________: Electrical connection to low voltage security system components.
1.03 REFERENCE STANDARDS
A.AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site; 2015.
B.AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; 2012.
C.ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010, with 2013
Supplements and Errata.
D.ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes; 2014.
E.ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes [Metric]; 2013.
F.ASTM E283 - Standard Test Method for Determining the Rate of Air Leakage Through Exterior
Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the
Specimen; 2004 (Reapproved 2012).
G.ASTM E330/E330M - Standard Test Method for Structural Performance of Exterior Windows,
Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2014.
H.ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights,
Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000 (Reapproved 2009).
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide component dimensions, describe components within assembly,
anchorage and fasteners, glass and infill, internal drainage details.
C.Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances,
affected related work, expansion and contraction joint location and details, and field welding
required.
D.Design Data: Provide framing member structural and physical characteristics, engineering
calculations, and dimensional limitations.
E.Hardware Schedule: Complete itemization of each item of hardware to be provided for each
door, cross-referenced to door identification numbers in Contract Documents.
F.Field Quality Control Submittals: Report of field testing for water penetration and air leakage.
G.Manufacturer's Qualification Statement.
H.Installer's Qualification Statement.
I.Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
19M01
Pure Pharmacy 08 4313 - 2
ALUMINUM-FRAMED
STOREFRONTS
1.05 QUALITY ASSURANCE
A.Manufacturer Qualifications: Company specializing in performing work of type specified and
with at least three years of documented experience.
B.Installer Qualifications: Company specializing in performing work of type specified and with at
least three years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A.Handle products of this section in accordance with AAMA CW-10.
B.Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed
coatings that bond to aluminum when exposed to sunlight or weather.
1.07 FIELD CONDITIONS
A.Do not install sealants when ambient temperature is less than 40 degrees F. Maintain this
minimum temperature during and 48 hours after installation.
1.08 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Correct defective Work within a five year period after Date of Substantial Completion.
C.Provide five year manufacturer warranty against failure of glass seal on insulating glass units,
including interpane dusting or misting. Include provision for replacement of failed units.
D.Provide five year manufacturer warranty against excessive degradation of exterior finish.
Include provision for replacement of units with excessive fading, chalking, or flaking.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Aluminum-Framed Storefront and Doors:
1.EFCO Corporation; _____: www.efcocorp.com/#sle.
2.Kawneer North America; _____: www.kawneer.com/#sle.
3.Oldcastle BuildingEnvelope; _____: www.oldcastlebe.com/#sle.
4.Tubelite, Inc; _____: www.tubeliteinc.com/#sle.
5.YKK AP America Inc; _____: www.ykkap.com/#sle.
2.02 STOREFRONT
A.Aluminum-Framed Storefront: Factory fabricated, factory finished aluminum framing members
with infill, and related flashings, anchorage and attachment devices.
1.Glazing Position: Centered (front to back).
2.Finish: Superior performing organic coatings.
a.Factory finish all surfaces that will be exposed in completed assemblies.
b.Touch-up surfaces cut during fabrication so that no natural aluminum is visible in
completed assemblies, including joint edges.
3.Fabrication: Joints and corners flush, hairline, and weatherproof, accurately fitted and
secured; prepared to receive anchors and hardware; fasteners and attachments concealed
from view; reinforced as required for imposed loads.
4.Construction: Eliminate noises caused by wind and thermal movement, prevent vibration
harmonics, and prevent "stack effect" in internal spaces.
5.System Internal Drainage: Drain to the exterior by means of a weep drainage network any
water entering joints, condensation occurring in glazing channel, and migrating moisture
occurring within system.
6.Expansion/Contraction: Provide for expansion and contraction within system components
caused by cycling temperature range of 170 degrees F over a 12 hour period without
causing detrimental effect to system components, anchorages, and other building
elements.
7.Movement: Allow for movement between storefront and adjacent construction, without
damage to components or deterioration of seals.
19M01
Pure Pharmacy 08 4313 - 3
ALUMINUM-FRAMED
STOREFRONTS
8.Perimeter Clearance: Minimize space between framing members and adjacent
construction while allowing expected movement.
B.Performance Requirements:
1.Wind Loads: Design and size components to withstand the specified load requirements
without damage or permanent set, when tested in accordance with ASTM E330/E330M,
using loads 1.5 times the design wind loads and 10 second duration of maximum load.
a.Design Wind Loads: Comply with requirements of ASCE 7.
b.Member Deflection: Limit member deflection to flexure limit of glass in any direction,
with full recovery of glazing materials.
2.Water Penetration Resistance on Manufactured Assembly: No uncontrolled water on
interior face, when tested in accordance with ASTM E331 at pressure differential of 8 psf.
3.Air Leakage Laboratory Test: Maximum of 0.06 cu ft/min sq ft of wall area, when tested in
accordance with ASTM E283 at 6.27 psf pressure differential across assembly.
4.Overall U-value Including Glazing: _____ Btu/(hr sq ft deg F), maximum.
2.03 COMPONENTS
A.Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section
insulated from exterior, drainage holes and internal weep drainage system.
1.Framing members for interior applications need not be thermally broken.
2.Glazing Stops: Flush.
B.Glazing: As specified in Section 08 8000.
C.Swing Doors: Glazed aluminum.
1.Thickness: 1-3/4 inches.
2.Finish: Same as storefront.
2.04 MATERIALS
A.Extruded Aluminum: ASTM B221 (ASTM B221M).
B.Structural Supporting Anchors Attached to Structural Steel: Design for bolted attachment.
C.Structural Supporting Anchors Attached to Reinforced Concrete Members: Design for welded
attachment to weld plates embedded in concrete.
D.Fasteners: Stainless steel.
E.Concealed Flashings: Stainless steel, 26 gage, 0.0187 inch minimum thickness.
F.Sealant for Setting Thresholds: Non-curing butyl type.
G.Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltration
requirements.
H.Glazing Accessories: As specified in Section 08 8000.
2.05 FINISHES
A.Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating not less than
0.7 mils thick.
2.06 HARDWARE
A.For each door, include weatherstripping, sill sweep strip, and threshold.
B.Other Door Hardware: Storefront manufacturer's standard type to suit application.
1.Finish on Hand-Contacted Items: Polished chrome.
2.For each door, include butt hinges, pivots, push handle, pull handle, exit device, narrow
stile handle latch, and closer.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify dimensions, tolerances, and method of attachment with other work.
19M01
Pure Pharmacy 08 4313 - 4
ALUMINUM-FRAMED
STOREFRONTS
B.Verify that wall openings and adjoining air and vapor seal materials are ready to receive work of
this section.
3.02 INSTALLATION
A.Install wall system in accordance with manufacturer's instructions.
B.Attach to structure to permit sufficient adjustment to accommodate construction tolerances and
other irregularities.
C.Provide alignment attachments and shims to permanently fasten system to building structure.
D.Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional
tolerances, aligning with adjacent work.
E.Provide thermal isolation where components penetrate or disrupt building insulation.
F.Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam.
G.Where fasteners penetrate sill flashings, make watertight by seating and sealing fastener heads
to sill flashing.
H.Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of
thermal barrier.
I.Set thresholds in bed of sealant and secure.
J.Install hardware using templates provided.
K.Touch-up minor damage to factory applied finish; replace components that cannot be
satisfactorily repaired.
3.03 ADJUSTING
A.Adjust operating hardware and sash for smooth operation.
3.04 CLEANING
A.Remove protective material from pre-finished aluminum surfaces.
3.05 PROTECTION
A.Protect installed products from damage until Date of Substantial Completion.
END OF SECTION
19M01
Pure Pharmacy 08 7100 - 1
DOOR HARDWARE
SECTION 08 7100
DOOR HARDWARE
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Hardware for wood and hollow metal doors.
B.Hardware for fire-rated doors.
C.Electrically operated and controlled hardware.
D.Lock cylinders for doors that hardware is specified in other sections.
E.Thresholds.
F.Weatherstripping, seals and door gaskets.
1.02 RELATED REQUIREMENTS
A.Section 08 1113 - Hollow Metal Doors and Frames.
B.Section 08 1416 - Flush Wood Doors.
C.Section 08 4313 - Aluminum-Framed Storefronts: Hardware for doors in storefront, including:
1.Integral weatherstripping.
2.Installation of lock cylinders provided under this section.
D.Section __________: Power supply to electric hardware devices.
1.03 REFERENCE STANDARDS
A.ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.
B.BHMA A156.2 - American National Standard for Bored and Preassembled Locks & Latches;
2011.
C.BHMA A156.3 - American National Standard for Exit Devices; 2014.
D.BHMA A156.4 - American National Standard for Door Controls - Closers; 2013.
E.BHMA A156.5 - American National Standard for Cylinders and Input Devices for Locks; 2014.
F.BHMA A156.6 - American National Standard for Architectural Door Trim; 2010.
G.BHMA A156.8 - American National Standard for Door Controls - Overhead Stops and Holders;
2010.
H.BHMA A156.17 - American National Standard for Self Closing Hinges & Pivots; 2014.
I.BHMA A156.18 - American National Standard for Materials and Finishes; 2012.
J.BHMA A156.21 - American National Standard for Thresholds; 2014.
K.BHMA A156.22 - American National Standard for Door Gasketing and Edge Seal Systems,
Builders Hardware Manufacturers Association; 2012.
L.BHMA A156.31 - American National Standard for Electric Strikes and Frame Mounted
Actuators; 2013.
M.DHI (LOCS) - Recommended Locations for Architectural Hardware for Standard Steel Doors
and Frames; 2004.
N.DHI WDHS.3 - Recommended Locations for Architectural Hardware for Flush Wood Doors;
1993; also in WDHS-1/WDHS-5 Series, 1996.
O.ICC A117.1 - Accessible and Usable Buildings and Facilities; 2009.
P.NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2016.
Q.NFPA 101 - Life Safety Code; 2015.
R.UL (DIR) - Online Certifications Directory; current listings at database.ul.com.
19M01
Pure Pharmacy 08 7100 - 2
DOOR HARDWARE
1.04 ADMINISTRATIVE REQUIREMENTS
A.Coordinate the manufacture, fabrication, and installation of products that door hardware will be
installed upon.
B.Convey Owner's keying requirements to manufacturers.
1.05 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly
show products to be furnished for this project.
C.Hardware Schedule: Detailed listing of each item of hardware to be installed on each door. Use
door numbering scheme as included in the Contract Documents. Identify electrically operated
items and include power requirements.
D.Keying Schedule: Submit for approval of Owner.
E.Maintenance Data: Include data on operating hardware, lubrication requirements, and
inspection procedures related to preventative maintenance.
F.Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier.
G.Warranty: Submit manufacturer's warranty and ensure that forms have been completed in
Owner's name and registered with manufacturer.
H.Project Record Documents: Record actual locations of concealed equipment, services, and
conduit.
I.Maintenance Materials and Tools: Furnish the following for Owner's use in maintenance of
project.
1.See Section 01 6000 - Product Requirements, for additional provisions.
2.Tools: One set of all special wrenches or tools applicable to each different or special
hardware component, whether supplied by the hardware component manufacturer or not.
1.06 QUALITY ASSURANCE
A.Standards for Fire-Rated Doors: Maintain one copy of each referenced standard on site, for
use by Architect and Contractor.
1.07 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Provide ten (10) year warranty for door closers.
C.Provide five (5) year warranty for locks and exit devices.
D.Provide three (3) year warranty for all other hardware components.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Assa Abloy Brands, Corbin Russwin, Curries, McKinney, Norton, Sargent, or Yale; _____:
www.assaabloydss.com.
B.Best Access Systems, division of Stanley Security Solutions; _____: www.bestaccess.com.
C.Hager Companies; _____: www.hagerco.com.
2.02 GENERAL REQUIREMENTS
A.Provide door hardware specified, or as required to make doors fully functional, compliant with
applicable codes, and secure to the extent indicated.
B.Provide items of a single type of the same model by the same manufacturer.
C.Provide products that comply with the following:
1.Applicable provisions of federal, state, and local codes.
2.Accessibility: ADA Standards and ICC A117.1.
3.Applicable provisions of NFPA 101, Life Safety Code.
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DOOR HARDWARE
4.Fire-Rated Doors: NFPA 80.
5.Hardware on Fire-Rated Doors, Except Hinges: Listed and classified by UL (DIR) as
suitable for the purpose specified and indicated.
6.Hardware for Smoke and Draft Control Doors (Indicated as "S" on Drawings): Provide
hardware that enables door assembly to comply with air leakage requirements of the
applicable code.
7.Products Requiring Electrical Connection: Listed and classified by UL (DIR) as suitable for
the purpose specified and indicated.
D.Electrically Operated and/or Controlled Hardware: Provide all power supplies, power transfer
hinges, relays, and interfaces required for proper operation; provide wiring between hardware
and control components and to building power connection.
E.Finishes: Provide door hardware of the same finish unless otherwise indicated.
1.Primary Finish: Satin chrome plated over nickel on brass or bronze, 626 (approx US26D).
2.Secondary Finish: Satin chrome plated over nickel on brass or bronze, 626 (approx
US26D).
a.Use secondary finish in kitchens, bathrooms, and other spaces containing chrome or
stainless steel finished appliances, fittings, and equipment; provide primary finish on
one side of door and secondary finish on other side if necessary.
3.Finish Definitions: BHMA A156.18.
4.Exceptions:
a.Where base metal is specified to be different, provide finish that is an appearance
equivalent according to BHMA A156.18.
b.Hinges for Fire-Rated Doors: Steel base metal with painted finish.
2.03 LOCKS AND LATCHES
A.Locks: Provide a lock for every door, unless specifically indicated as not requiring locking.
1.If no hardware set is indicated for a swinging door provide an office lockset.
2.Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated to
have no outside trim.
3.Lock Cylinders: Provide key access on outside of all locks unless specifically stated to
have no locking or no outside trim.
B.Lock Cylinders: Manufacturer’s standard tumbler type, six-pin standard core.
1.Provide cams and/or tailpieces as required for locking devices required.
C.Keying: Grand master keyed.
D.Latches: Provide a latch for every door that is not required to lock, unless specifically indicated
"push/pull" or "not required to latch".
2.04 HINGES
A.Hinges: Provide hinges on every swinging door.
1.Provide five-knuckle full mortise butt hinges unless otherwise indicated.
2.Provide ball-bearing hinges at all doors having closers.
3.Provide hinges in the quantities indicated.
4.Provide non-removable pins on exterior outswinging doors.
5.Where electrified hardware is mounted in door leaf, provide power transfer hinges.
B.Quantity of Hinges Per Door:
1.Doors up to 60 inches High: Two hinges.
2.Doors From 60 inches High up to 90 inches High: Three hinges.
3.Doors 90 inches High up to 120 inches High: Four hinges.
4.Doors over 120 inches High: One additional hinge per each additional 30 inches in height.
2.05 PIVOTS
A.Pivots: Comply with BHMA A156.17.
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DOOR HARDWARE
2.06 PUSH/PULLS
A.Push/Pulls: Comply with BHMA A156.6.
1.Provide push and pull on doors not specified to have lockset, latchset, exit device, or
auxiliary lock.
2.On solid doors, provide matching push plate and pull plate on opposite faces.
3.On glazed storefront doors, provide matching push/pull bars on both faces.
2.07 CYLINDRICAL LOCKSETS
A.Locking Functions: As defined in BHMA A156.2, and as follows.
1.Passage: No locking, always free entry and exit.
2.Privacy: F76, emergency tool unlocks.
3.Classroom: F84, key required to lock.
4.Always-Locked: F86, key required to lock, may not be left unlocked.
2.08 NARROW STILE LOCKS
2.09 AUXILIARY LOCKS (DEADBOLTS)
A.Locking Functions: As defined in BHMA A156.5, and as follows:
1.Deadbolt, Classroom: E017.
2.Deadbolt, Unoccupied: E015 or F17, deadbolt by key outside and turn inside.
2.10 FLUSHBOLTS AND COORDINATORS
A.Manual Flushbolts: Provide lever extensions for top bolt at over-size doors.
B.Self-Latching Flushbolts: Automatically latch upon closing of door; manually retracted.
C.Automatic Flushbolts: Automatically latch upon closing of door; automatic retraction of bolts
when active leaf is opened.
D.Coordinators: Provide on doors having closers and self-latching or automatic flushbolts to
ensure that leaves close in proper order.
2.11 ELECTRIC STRIKES
A.Electric Strikes: Complying with BHMA A156.31 and UL (DIR) listed as a Burglary-Resistant
Electric Door Strike; style to suit locks.
2.12 EXIT DEVICES
A.Locking Functions: Functions as defined in BHMA A156.3, and as follows:
1.Exit Only, Secure: No outside trim, no key entry, no latch holdback, deadlocking latchbolt.
2.13 CLOSERS
A.Closers: Complying with BHMA A156.4.
1.Provide surface-mounted, door-mounted closers unless otherwise indicated.
2.Provide a door closer on every exterior door.
3.Provide a door closer on every fire- and smoke-rated door. Spring hinges are not an
acceptable self-closing device unless specifically so indicated.
4.On pairs of swinging doors, if an overlapping astragal is present, provide coordinator to
ensure the leaves close in proper order.
5.At corridors, locate door-mounted closer on room side of door.
6.At outswinging exterior doors, mount closer in inside of door.
2.14 STOPS AND HOLDERS
A.Stops: Complying with BHMA A156.8; provide a stop for every swinging door, unless otherwise
indicated.
1.Provide wall stops, unless otherwise indicated.
2.If wall stops are not practical, due to configuration of room or furnishings, provide
overhead stop.
3.Stop is not required if positive stop feature is specified for door closer; positive stop feature
of door closer is not an acceptable substitute for a stop unless specifically so stated.
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DOOR HARDWARE
2.15 GASKETING AND THRESHOLDS
A.Gaskets: Complying with BHMA A156.22.
1.On each door in smoke partition, provide smoke gaskets; top, sides, and meeting stile of
pairs. If fire/smoke partitions are not indicated on drawings, provide smoke gaskets on
each door identified as a "smoke door" and 20-minute rated fire doors.
2.On wood doors with fire rating more than 20-minutes, provide frame-applied intumescent
gaskets.
3.On each exterior door, provide weatherstripping gaskets, unless otherwise indicated; top,
sides, and meeting stiles of pairs.
a.Where exterior door is also required to have fire or smoke rating, provide gaskets
functioning as both smoke and weather seals.
4.On each exterior door, provide door bottom sweep, unless otherwise indicated.
5.On doors indicated as "sound-rated", "acoustical", or with an STC rating, provide
sound-rated gaskets and automatic door bottom; make gaskets completely continuous, do
not cut or notch gaskets for installation.
B.Thresholds: Complying with BHMA A156.21.
1.At each exterior door, provide a threshold unless otherwise indicated.
C.Fasteners At Exterior Locations: Non-corroding.
2.16 PROTECTION PLATES AND ARCHITECTURAL TRIM
A.Protection Plates:
1.Kickplate: Provide on push side of every door with closer, except aluminum storefront and
glass entry doors.
2.17 KEY CONTROLS
A.Key Management System: For each keyed lock on project, provide two sets of consecutively
numbered duplicate key tags with hanging hole and snap catch.
2.18 FIRE DEPARTMENT LOCK BOX
A.Fire Department Lock Box: Heavy-duty, surface mounted, solid stainless-steel box with hinged
door and interior gasket seal; single drill resistant lock with dust covers and tamper alarm.
1.Capacity: Holds 10 keys.
2.Finish: Manufacturer's standard silver.
B.Manufacturers - Fire Department Lock Box:
1.Acceptable to local firedepartment.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify that doors and frames are ready to receive work; labeled, fire-rated doors and frames are
present and properly installed, and dimensions are as indicated on shop drawings.
B.Verify that electric power is available to power operated devices and of the correct
characteristics.
3.02 INSTALLATION
A.Install hardware in accordance with manufacturer's instructions and applicable codes.
B.Use templates provided by hardware item manufacturer.
C.Install hardware on fire-rated doors and frames in accordance with code and NFPA 80.
D.Mounting heights for hardware from finished floor to center line of hardware item. As indicated
in the following list; unless noted otherwise in Door Hardware Sets Schedule or on the drawings.
1.For steel doors and frames: Comply with DHI (LOCS) "Recommended Locations for
Architectural Hardware for Standard Steel Doors and Frames".
2.For Wood Doors: Comply with DHI WDHS.3 "Recommended Locations for Architectural
Hardware for Flush Wood Doors".
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DOOR HARDWARE
E.Set exterior door thresholds with full-width bead of elastomeric sealant on each point of contact
with floor providing a continuous weather seal; anchor thresholds with stainless steel
countersunk screws.
3.03 ADJUSTING
A.Adjust work under provisions of Section 01 7000 - Execution and Closeout Requirements.
B.Adjust hardware for smooth operation.
C.Adjust gasketing for complete, continuous seal; replace if unable to make complete seal.
3.04 CLEANING
3.05 PROTECTION
A.Protect finished Work under provisions of Section 01 7000 - Execution and Closeout
Requirements.
B.Do not permit adjacent work to damage hardware or finish.
HARDWARE SETS
4.01 HARDWARE SETS - GENERAL
4.02 SWING DOORS -- NOT REQUIRING KEY LOCKING
A.HW-1: Push/Pull, Non-Fire-Rated:
1.Closer.
2.Push/Pull.
B.HW-2: Latchset, Non-Fire-Rated.
1.Latchset, Passage.
2.Pair: One leaf inactive, with manual flush bolts.
C.HW-2F: Latchset, Fire-Rated (and not fire-rated if closer required):
1.Closer.
2.Latchset, Passage.
3.Pair: One leaf inactive; automatic or self-closing flush bolts as required to comply with
code.
D.HW-5: Privacy Lockset, Non-Fire-Rated:
1.Lockset, Privacy.
4.03 SWING DOORS -- “STORE DOOR” LOCKING FUNCTION
A.Doors with these sets must remain unlocked during business hours and do not qualify as
emergency exits during fully occupied hours.
B.HW-9: Push/Pull, Store Door Locking, To be Unlocked During Business Hours:
1.Closer.
2.Narrow Stile Lock, Entry Deadlatch.
3.Push/Pull.
4.Pair: Specified Narrow Stile Lock on one leaf, manual flush bolts on other leaf.
4.04 SWING DOORS -- LOCKABLE, MAY BE LEFT UNLOCKED, KEY NOT REQUIRED TO LOCK
A.HW-10: Office, Non-Fire-Rated:
1.Lockset, Office.
2.Pair: One leaf inactive, with manual flush bolts.
B.HW-10F: Office, Fire-Rated or Exterior:
1.Closer.
2.Lockset, Office.
3.Pair: One leaf inactive; automatic or self-closing flush bolts as required to comply with
code. If door fire rating requires astragal, provide coordinator.
4.05 SWING DOORS -- KEY REQUIRED TO LOCK, MAY BE LEFT UNLOCKED
A.HW-20: Classroom Lock, Non-Fire-Rated:
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DOOR HARDWARE
1.Lockset, Classroom.
2.Pair: One leaf inactive, with manual flush bolts.
B.HW-20F: Classroom Lock, Fire-Rated or Non-Fire-Rated Where Self-Closing is Required:
1.Closer.
2.Lockset, Classroom.
3.Pair: One leaf inactive; automatic or self-closing flush bolts as required to comply with
code. If door fire rating requires astragal, provide coordinator.
4.06 SWING DOORS -- EXIT ONLY, MAY NOT BE LEFT UNLOCKED
A.HW-41: Exit Only, Exit Device, Self-Closing, Fire-Rated and Non-Fire-Rated:
1.Closer.
2.Exit Device, Exit Only Secure.
3.Pair: Both leaves active; Removable Mullion, removal by key only.
4.07 SWING DOORS -- ELECTRICAL ACCESS CONTROL
A.HW-50: Entry Control, Electric Strike, Fail-Secure, Outswing, Fire-Rated and non-Fire-Rated:
1.Card Reader, located where indicated.
2.Closer.
3.Lockset, Always-Locked.
4.Electric Strike, Fail-Secure.
5.Lock Guard.
B.HW-51: Entry Control, Electrified Lock, Fail-Safe/Unlocked, Fire-Rated and Non-Fire-Rated:
1.Card Reader, located where indicated.
2.Closer.
3.Lockset, Always-Locked, Electric Bolt Retraction.
a.Fail-safe, unlocking in event of fire alarm activation or power failure.
b.Key override and free egress at all times.
c.Entry Control: Upon signal from access control device, outside trim unlocks.
4.Pair: One leaf inactive; provide fire-rated self-latching flush bolts on fire-rated doors,
otherwise manual flushbolts.
END OF SECTION
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GLAZING
SECTION 08 8000
GLAZING
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Insulating glass units.
B.Glazing units.
C.Lead Glazing for radiation Protection.
D.Glazing compounds and accessories.
1.02 RELATED REQUIREMENTS
A.Section 00 3100 - Available Project Information: Physicist's report for lead glazing requirements.
B.Section 06 4100 - Architectural Wood Casework: Cabinets with requirements for glass shelves
and doors.
C.Section 08 1113 - Hollow Metal Doors and Frames: Glazed lites in doors and borrowed lites.
D.Section 08 1416 - Flush Wood Doors: Glazed lites in doors.
E.Section 08 4313 - Aluminum-Framed Storefronts: Glazing furnished as part of storefront
assembly.
F.Section 08 4413 - Glazed Aluminum Curtain Walls: Glazing furnished as part of wall assembly.
G.Section 08 5113 - Aluminum Windows: Glazing furnished by window manufacturer.
H.Section 08 5200 - Wood Windows: Glazing furnished by window manufacturer.
I.Section 08 8300 - Mirrors.
J.Section 10 2800 - Toilet, Bath, and Laundry Accessories: Mirrors.
K.Section 13 4913 - Integrated X-Ray Shielding Assemblies: Leaded glass.
1.03 REFERENCE STANDARDS
A.ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010, with 2013
Supplements and Errata.
B.ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers; 2005 (Reapproved 2011).
C.ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.
D.ASTM C1036 - Standard Specification for Flat Glass; 2011.
E.ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass;
2012.
F.ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013.
G.ASTM E1300 - Standard Practice for Determining Load Resistance of Glass in Buildings;
2012a.
H.GANA (SM) - GANA Sealant Manual; 2008.
I.NFRC 100 - Procedure for Determining Fenestration Product U-factors; 2014.
J.NFRC 200 - Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and
Visible Transmittance at Normal Incidence; 2014.
K.NFRC 300 - Test Method for Determining the Solar Optical Properties of Glazing Materials and
Systems; 2014.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
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GLAZING
B.Product Data on Glazing Compounds and Accessories: Provide chemical, functional, and
environmental characteristics, limitations, special application requirements, and identify
available colors.
C.Samples: Submit two samples 12 by 12 inch in size of glass units.
D.Warranty Documentation: Submit manufacturer warranty and ensure that forms have been
completed in Owner's name and registered with manufacturer.
1.05 QUALITY ASSURANCE
1.06 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Insulating Glass Units: Provide a five (5) year manufacturer warranty to include coverage for
seal failure, interpane dusting or misting, including providing products to replace failed units.
C.Laminated Glass: Provide a five (5) year manufacturer warranty to include coverage for
delamination, including providing products to replace failed units.
PART 2 PRODUCTS
2.01 PERFORMANCE REQUIREMENTS - EXTERIOR GLAZING ASSEMBLIES
A.Provide type and thickness of exterior glazing assemblies to support assembly dead loads, and
to withstand live loads caused by positive and negative wind pressure acting normal to plane of
glass.
1.Design Pressure: Calculated in accordance with ASCE 7.
2.Comply with ASTM E1300 for design load resistance of glass type, thickness, dimensions,
and maximum lateral deflection of supported glass.
3.Seismic Loads: Design and size glazing components to withstand seismic loads and sway
displacement in accordance with the requirements of ASCE 7.
4.Provide glass edge support system sufficiently stiff to limit the lateral deflection of
supported glass edges to less than 1/175 of their lengths under specified design load.
5.Glass thicknesses listed are minimum.
B.Vapor Retarder and Air Barrier Seals: Provide completed assemblies that maintain continuity of
building enclosure vapor retarder and air barrier.
1.In conjunction with vapor retarder and joint sealer materials described in other sections.
C.Thermal and Optical Performance: Provide exterior glazing products with performance
properties as indicated. Performance properties are in accordance with manufacturer's
published data as determined with the following procedures and/or test methods:
1.Center of Glass U-Value: Comply with NFRC 100 using Lawrence Berkeley National
Laboratory (LBNL) WINDOW 6.3 computer program.
2.Center of Glass Solar Heat Gain Coefficient (SHGC): Comply with NFRC 200 using
Lawrence Berkeley National Laboratory (LBNL) WINDOW 6.3 computer program.
3.Solar Optical Properties: Comply with NFRC 300 test method.
2.02 GLASS MATERIALS
A.Float Glass: Provide float glass based glazing unless otherwise indicated.
1.Kind HS - Heat-Strengthened Type: Complies with ASTM C1048.
2.Wired Glass Type: ASTM C1036, Type II - Wired Flat Glass, Quality - Q6, with color and
performance characteristics as indicated.
2.03 BASIS OF DESIGN - INSULATING GLASS UNITS
A.Basis of Design - Insulating Glass Units: Vision glazing, with Low-E coating.
1.Applications: Exterior insulating glass glazing unless otherwise indicated.
2.Space between lites filled with argon.
3.Total Thickness: 1 inch.
4.Thermal Transmittance (U-Value), Summer - Center of Glass: 0.27, maximum.
5.Thermal Transmittance (U-Value), Winter Nighttime - Center of Glass: 0.29, maximum.
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GLAZING
6.Visible Light Transmittance (VLT): 42 percent, minimum.
7.Solar Heat Gain Coefficient (SHGC): 0.23, nominal.
8.Visible Light Reflectance, Outside: 32 percent, maximum.
9.Spacer Color: Black.
10.Edge Seal:
11.Color: Black.
12.Purge interpane space with dry air, hermetically sealed.
13.Basis of Design - Vitro Architectural Glass (formerly PPG Glass):
www.vitroglazings.com/#sle.
14.Outboard Lite: Fully tempered float glass, 1/4 inch thick, minimum.
a.Low-E Coating: Vitro Architectural Glass (formerly PPG Glass) Solarban R100 on #2
surface.
b.Glass: Clear.
15.Inboard Lite: Fully tempered float glass, 1/4 inch thick.
a.Glass: Clear.
16.Other Manufacturers: Provide either the product identified as "Basis of Design" or an
equivalent product of another acceptable manufacturer.
17.Substitution Procedures: See Section 01 6000 - Product Requirements.
2.04 GLAZING COMPOUNDS
A.Type GC-5 - Silicone Sealant: Single component; neutral curing; capable of water immersion
without loss of properties; non-bleeding, non-staining; ASTM C920, Type S, Grade NS, Class
25, Uses M, A, and G; with cured Shore A hardness range of 15 to 25; _____ color.
2.05 ACCESSORIES
A.Setting Blocks: Silicone, with 80 to 90 Shore A durometer hardness; ASTM C864 Option II.
Length of 0.1 inch for each square foot of glazing or minimum 4 inch by width of glazing rabbet
space minus 1/16 inch by height to suit glazing method and pane weight and area.
B.Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness; ASTM C864 Option II.
Continuous by one half the height of the glazing stop by thickness to suit application, self
adhesive on one face.
C.Glazing Tape, Back Bedding Mastic Type: Preformed, butyl-based, 100 percent solids
compound with integral resilient spacer rod applicable to application indicated; 5 to 30 cured
Shore A durometer hardness; coiled on release paper; black color.
D.Glazing Gaskets: Resilient silicone extruded shape to suit glazing channel retaining slot; ASTM
C864 Option II; color black.
PART 3 EXECUTION
3.01 PREPARATION
A.Clean contact surfaces with appropriate solvent and wipe dry within maximum of 24 hours
before glazing. Remove coatings that are not tightly bonded to substrates.
B.Seal porous glazing channels or recesses with substrate compatible primer or sealer.
C.Prime surfaces scheduled to receive sealant where required for proper sealant adhesion.
3.02 INSTALLATION, GENERAL
A.Install glazing in compliance with written instructions of glass, gaskets, and other glazing
material manufacturers, unless more stringent requirements are indicated, including those in
glazing referenced standards.
B.Install glazing sealants in accordance with ASTM C1193, GANA (SM), and manufacturer's
instructions.
3.03 INSTALLATION - DRY GLAZING METHOD (GASKET GLAZING)
A.Application - Exterior and/or Interior Glazed: Set glazing infills from either the exterior or the
interior of the building.
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GLAZING
B.Place setting blocks at 1/4 points with edge block no more than 6 inch from corners.
C.Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to
attain full contact.
D.Install removable stops without displacing glazing gasket; exert pressure for full continuous
contact.
3.04 INSTALLATION - WET GLAZING METHOD (SEALANT AND SEALANT)
A.Application - Exterior Glazed: Set glazing infills from the exterior of the building.
B.Place setting blocks at 1/4 points and install glazing pane or unit.
C.Install removable stops with glazing centered in space by inserting spacer shims both sides at
24 inch intervals, 1/4 inch below sight line.
D.Fill gaps between glazing and stops with ________ type sealant to depth of bite on glazing, but
not more than 3/8 inch below sight line to ensure full contact with glazing and continue the air
and vapor seal.
E.Apply sealant to uniform line, flush with sight line. Tool or wipe sealant surface smooth.
3.05 CLEANING
A.Remove excess glazing materials from finish surfaces immediately after application using
solvents or cleaners recommended by manufacturers.
B.Remove non-permanent labels immediately after glazing installation is complete.
C.Clean glass and adjacent surfaces after sealants are fully cured.
D.Clean glass on both exposed surfaces not more than 4 days prior to Date of Substantial
Completion in accordance with glass manufacturer's written recommendations.
3.06 PROTECTION
A.Remove and replace glass that is damaged during construction period prior to Date of
Substantial Completion.
END OF SECTION
19M01
Pure Pharmacy 09 0561 - 1
COMMON WORK RESULTS
FOR FLOORING PREPARATION
SECTION 09 0561
COMMON WORK RESULTS FOR FLOORING PREPARATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A.This section includes testing of all floors and moisture mitigation of concrete floor slabs for all
floors identified in the contract documents as to receive the following types of floor coverings:
1.Resilient tile and sheet.
2.Broadloom carpet.
3.Carpet tile.
4.Thin-set ceramic tile and stone tile.
B.Removal of existing floor coverings.
C.Preparation of new and existing concrete floor slabs for installation of floor coverings.
D.Testing of concrete slabs and wood frame subfloors for flatness and levelness.
E.Testing of concrete floor slabs for moisture and alkalinity (pH).
F.Remedial floor coatings.
G.Floor coating for remediation of concrete floor slabs due to unsatisfactory moisture or pH
conditions, prior to installation of adhesively applied floor coverings.
H.Preparation of new and existing wood-based floors and subfloors for installation of new floor
coverings.
1.02 RELATED REQUIREMENTS
A.Section 01 2200 - Unit Prices: Bid pricing for remediation treatments if required.
B.Section 01 4000 - Quality Requirements: Additional requirements relating to testing agencies
and testing.
C.Section 02 4100 - Demolition for removal of existing floor finishes.
D.Section 03 3000 - Cast-in-Place Concrete: Limitations on curing requirements for new concrete
floor slabs.
E.Section 09 3000 - Tiling: Test method requirements of new and existing substrate.
F.Section 09 6500 - Resilient Flooring: Test method requirements of new and existing substrate.
G.Section 09 6513 - Resilient Flooring Armstrong: Test method requirements of new and existing
substrate.
H.Section 09 6813 - Tile Carpeting: Test method requirements of new and existing substrate.
1.03 PRICE AND PAYMENT PROCEDURES
A.Unit Prices: See Section 01 2200 - Unit Prices.
B.Unit Price for Remedial Floor Coating: Include the cost of the floor coating/finishes in the base
bid as follows: state on the bid form the unit price per square foot for each floor coating type,
installed and as specified herein, in the event such remediation is required.
1.04 REFERENCE STANDARDS
A.ASTM E1155 - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor
Levelness Numbers; 1996 (Reapproved 2008).
B.ASTM E1155M - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor
Levelness Numbers (Metric); 2014.
C.ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring;
2011.
D.ASTM F2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor
Slabs Using in situ Probes; 2011.
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COMMON WORK RESULTS
FOR FLOORING PREPARATION
E.RFCI (RWP) - Recommended Work Practices for Removal of Resilient Floor Coverings;
Resilient Floor Covering Institute; October 2011.
1.05 SUBMITTALS
A.Visual Observation Report: For existing floor coverings to be removed.
B.Floor Covering and Adhesive Manufacturers' Product Literature: For each specific combination
of substrate, floor covering, and adhesive to be used; showing:
1.Moisture (RH) and alkalinity (pH) limits and test methods.
2.Manufacturer's required flatness and levelness.
3.Manufacturer's required bond/compatibility test procedure.
C.Testing Agency's Report:
1.Description of areas tested; include floor plans and photographs if helpful.
2.Summary of conditions encountered.
3.Flatness and levelness.
4.Copies of specified test methods.
5.Recommendations for remediation of unsatisfactory surfaces.
6.Submit report to Architect.
7.Submit report not more than two business days after conclusion of testing.
D.Adhesive Bond and Compatibility Test Report.
E.Copy of RFCI (RWP). Download at www.rfci.com copy of Recommended Work Practice for
Removal of Resilient Floor Coverings.
1.06 QUALITY ASSURANCE
A.Moisture and alkalinity (pH) testing shall be performed by an independent testing agency
employed and paid by Contractor.
B.Contractor may perform adhesive and bond test with Contractor's own personnel or hire a
testing agency.
C.Contractor may perform flat and levelness test with Contractor's own personnel or hire a testing
agency.
D.Testing Agency Qualifications: Independent testing agency experienced in the types of testing
specified.
1.Submit evidence of experience consisting of at least 3 test reports of the type required,
with project Owner's project contact information.
E.Contractor's Responsibility Relating to Independent Agency Testing:
1.Provide access for and cooperate with testing agency.
2.Confirm date of start of testing at least 10 days prior to actual start.
3.Allow at least 4 business days on site for testing agency activities.
4.Achieve and maintain specified ambient conditions.
5.Notify Architect when specified ambient conditions have been achieved and when testing
will start.
F.Remedial Coating Installer Qualifications: Company specializing in performing work of the type
specified in this section, trained by or employed by coating manufacturer, and able to provide at
least 3 project references showing at least 3 years' experience installing moisture emission
coatings.
1.07 DELIVERY, STORAGE, AND HANDLING
A.Deliver, store, handle, and protect products in accordance with manufacturer’s instructions and
recommendations.
B.Deliver materials in manufacturer’s packaging; include installation instructions.
C.Keep materials from freezing.
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COMMON WORK RESULTS
FOR FLOORING PREPARATION
1.08 FIELD CONDITIONS
A.Maintain ambient temperature in spaces where concrete testing is being performed, and for at
least 48 hours prior to testing, at not less than 65 degrees F or more than 85 degrees F.
B.Maintain relative humidity in spaces where concrete testing is being performed, and for at least
48 hours prior to testing, at not less than 40 percent and not more than 60 percent.
PART 2 PRODUCTS
2.01 MATERIALS
A.Remedial Floor Coating: Single- or multi-layer coating or coating/overlay combination intended
by its manufacturer to resist water vapor transmission to degree sufficient to meet flooring
manufacturer's emission limits, resistant to the level of alkalinity (pH) found, and suitable for
adhesion of flooring without further treatment.
1.Thickness: 1/8 inch, maximum.
2.Products where also leveling per Section 03 5400 - Cast Underlayment is required (1 inch
to 5 inches:
a.ARDEX Engineered Cements; ARDEX MC RAPID: www.ardexamericas.com/#sle.
b.Substitutions: See Section 01 6000 - Product Requirements.
3.For floor finishes by Armstrong specified in Section 09 6513 - Resilient Flooring Armstrong
see respective Section for Remedial Floor Coating.
PART 3 EXECUTION
3.01 CONCRETE SLAB PREPARATION
A.Perform following operations in the order indicated (Base Bid):
1.Existing concrete slabs (on-grade and elevated) with existing floor coverings:
a.Visual observation of existing floor covering, for adhesion, water damage, alkaline
deposits, and other defects.
b.Removal of existing floor covering.
2.Preliminary cleaning (Base Bid).
3.Moisture vapor emission tests; 3 tests in the first 1000 square feet and one test in each
additional 1000 square feet, unless otherwise indicated or required by flooring
manufacturer (Base Bid).
a.Internal relative humidity tests; in same locations as moisture vapor emission tests,
unless otherwise indicated.
4.Alkalinity (pH) tests; in same locations as moisture vapor emission tests, unless otherwise
indicated (Base Bid).
5.Flatness and Levelness tests in each area where carpet or any resilient flooring is
scheduled.
6.Specified remediation, if required. (Provide unit price).
a.Use Ardex MC Rapid when RH is undesirable and leveling more than 1" as specified
in this Section.
b.Use Armstrong S-452 when RH is undesirable and leveling more less than 1" as
specified in Section 09 6513 - Resilient Flooring Armstrong.
c.Use remediation as recommended by carpet or resilsient flooring manufacturer (other
than Armstrong) as Specified in respective Sections.
7.Patching, smoothing, and leveling up to 1/8", as required (Base Bid).
8.Leveling as specifed for uneneven floors more than 1/8" up to 5". (Provide unit price).
9.Other preparation specified (Base bid).
10.Adhesive bond and compatibility test (Base Bid).
11.Protection (Base Bid).
B.Remediations:
1.Active Water Leaks or Continuing Moisture Migration to Surface of Slab: Correct this
condition before doing any other remediation; re-test after correction.
2.Excessive Moisture Emission or Relative Humidity: If an adhesive that is resistant to the
level of moisture present is available and acceptable to flooring manufacturer, use that
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COMMON WORK RESULTS
FOR FLOORING PREPARATION
adhesive for installation of the flooring; if not, apply remedial floor coating or remedial
sheet membrane over entire suspect floor area.
3.Excessive Alkalinity (pH): If remedial floor coating is necessary to address excessive
moisture, no additional remediation is required; if not, if an adhesive that is resistant to the
level present is available and acceptable to the flooring manufacturer, use that adhesive
for installation of the flooring; otherwise, apply a skim coat of specified patching compound
over entire suspect floor area.
4.Flatness and Levelness: Correct this condition with flooring manufacturers recommended
method.
a.If condition is beyond floor finish manufacturer's method capacity use cast
underlayemnt as specified in Section 03 5400 - Cast Underlayment.
3.02 REMOVAL OF EXISTING FLOOR COVERINGS
A.Comply with local, State, and federal regulations and recommendations of RFCI Recommended
Work Practices for Removal of Resilient Floor Coverings, as applicable to floor covering being
removed.
B.Dispose of removed materials in accordance with local, State, and federal regulations and as
specified.
3.03 PRELIMINARY CLEANING
A.Clean floors of dust, solvents, paint, wax, oil, grease, asphalt, residual adhesive, adhesive
removers, film-forming curing compounds, sealing compounds, alkaline salts, excessive
laitance, mold, mildew, and other materials that might prevent adhesive bond.
B.Do not use solvents or other chemicals for cleaning.
3.04 INTERNAL RELATIVE HUMIDITY TESTING
A.Where the floor covering manufacturer's requirements conflict with either the referenced test
method or this specification, comply with the manufacturer's requirements.
B.Where this specification conflicts with the referenced test method, comply with the requirements
of this section.
C.Test in accordance with ASTM F2170 Procedure A and as follows.
D.Testing with electrical impedance or resistance apparatus may not be substituted for the
specified ASTM test method, as the values determined are not comparable to the ASTM test
values and do not quantify the moisture content sufficiently.
E.In the event that test values exceed floor covering manufacturer's limits, perform remediation as
indicated. In the absence of manufacturer limits, perform remediation if any test value exceeds
75 percent relative humidity.
F.Report: Report the information required by the test method.
3.05 ALKALINITY TESTING
A.Where the floor covering manufacturer's requirements conflict with either the referenced test
method or this specification, comply with the manufacturer's requirements.
B.The following procedure is the equivalent of that described in ASTM F710, repeated here for the
Contractor's convenience.
C.Use a wide range alkalinity (pH) test paper, its associated chart, and distilled or deionized water.
D.Place several drops of water on a clean surface of concrete, forming a puddle approximately 1
inch in diameter. Allow the puddle to set for approximately 60 seconds, then dip the alkalinity
(pH) test paper into the water, remove it, and compare immediately to chart to determine
alkalinity (pH) reading.
E.In the event that test values exceed floor covering manufacturer's limits, perform remediation as
indicated. In the absence of manufacturer limits, perform remediation if alkalinity (pH) test value
is over 10.
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COMMON WORK RESULTS
FOR FLOORING PREPARATION
3.06 FLOOR FLATNESS AND LEVELNESS TESTING
A.An independent testing agency, as specified in Section 01 4000, will inspect finished slabs for
compliance with specified tolerances.
B.Measure F(F) Floor Flatness and F(L) Floor Levelness in accordance with ASTM E1155 (ASTM
E1155M), within 48 hours after slab installation; report both composite overall values and local
values for each measured section.
C. Correct the slab surface if composite overall value is less than specified and if local value is less
than two-thirds of specified value or less than F(F) 13/F(L) 10.
D. Correct defects by grinding or by removal and replacement of the defective work. Areas
requiring corrective work will be identified. Re-measure corrected areas by the same process.
3.07 PREPARATION
A. See individual floor covering section(s) for additional requirements.
B. Comply with requirements and recommendations of floor covering manufacturer.
3.08 ADHESIVE BOND AND COMPATIBILITY TESTING
A. Comply with requirements and recommendations of floor covering manufacturer.
END OF SECTION
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GYPSUM BOARD ASSEMBLIES
SECTION 09 2116
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Performance criteria for gypsum board assemblies.
B.Cementitious backing board.
C.Gypsum wallboard.
D.Joint treatment and accessories.
1.02 RELATED REQUIREMENTS
A.Section 06 1000 - Rough Carpentry: Building framing.
B.Section 07 2100 - Thermal Insulation: Acoustic insulation.
C.Section 09 3000 - Tiling: Installation of Tile over backing board.
1.03 REFERENCE STANDARDS
A.ANSI A108.11 - American National Standard Specifications for Interior Installation of
Cementitious Backer Units; 2010 (Reaffirmed 2016).
B.ANSI A118.9 - American National Standard Specifications for Test Methods and Specifications
for Cementitious Backer Units; 1999 (Reaffirmed 2016).
C.ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board; 2015.
D.ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2013.
E.ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for Application of
Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2014.
F.ASTM C1047 - Standard Specification for Accessories For Gypsum Wallboard and Gypsum
Veneer Base; 2014a.
G.ASTM C1325 - Specification for Non-Asbestos Fiber-Mat Reinforced Cementitious Backer
Units; 2014.
H.ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2014.
I.ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne Sound
Transmission Loss of Building Partitions and Elements; 2009.
J.ASTM E413 - Classification for Rating Sound Insulation; 2010.
K.GA-216 - Application and Finishing of Gypsum Board; 2013.
L.GA-226 - Application of Gypsum Board to Form Curved Surfaces; Gypsum Association; 2008.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide data on gypsum board, accessories, and joint finishing system.
PART 2 PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES
A.Provide completed assemblies complying with ASTM C840 and GA-216.
B.Interior Partitions, Indicated as Acoustic: Provide completed assemblies with the following
characteristics:
1.Acoustic Attenuation: STC of 45-49 calculated in accordance with ASTM E413, based on
tests conducted in accordance with ASTM E90.
2.02 BOARD MATERIALS
A.Manufacturers - Gypsum-Based Board:
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GYPSUM BOARD ASSEMBLIES
1.American Gypsum Company; ____: www.americangypsum.com/#sle.
2.Georgia-Pacific Gypsum; ____: www.gpgypsum.com/#sle.
3.National Gypsum Company; ____: www.nationalgypsum.com/#sle.
4.USG Corporation; ____: www.usg.com/#sle.
B.Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to
minimize joints in place; ends square cut.
1.Application: Use for vertical surfaces and ceilings, unless otherwise indicated.
2.Type: X and fire-rated where indicated on drawings.
3.Thickness:
a.Vertical Surfaces: 5/8 inch.
b.Ceilings: 5/8 inch.
C.Backing Board For Wet Areas:
1.Application: Surfaces behind tile in wet areas including restroom walls to receive tile.
2.ANSI Cement-Based Board: Non-gypsum-based; aggregated Portland cement panels
with glass fiber mesh embedded in front and back surfaces complying with ANSI A118.9 or
ASTM C1325.
a. Thickness: 5/8 inch.
2.03 GYPSUM WALLBOARD ACCESSORIES
A. Acoustic Insulation: As specified in Section 07 2100.
B. Acoustic Sealant: Acrylic emulsion latex or water-based elastomeric sealant; do not use
solvent-based non-curing butyl sealant.
C. Beads, Joint Accessories, and Other Trim: ASTM C1047, galvanized steel or rolled zinc, unless
noted otherwise.
1. Corner Beads: Low profile, for 90 degree outside corners.
2. Architectural Reveal Beads:
a. Shapes: As indicated on drawings.
D. Decorative Metal Trim:
1. Material: Extruded aluminum alloy 6063-T5 temper.
2. Finish: Anodized, clear.
3. Type: Profile as indicated on drawings.
E. Joint Materials: ASTM C475/C475M and as recommended by gypsum board manufacturer for
project conditions.
1. Paper Tape: 2 inch wide, creased paper tape for joints and corners, except as otherwise
indicated.
F. High Build Drywall Surfacer: Vinyl acrylic latex-based coating for spray application, designed to
take the place of skim coating and separate paint primer in achieving Level 5 finish.
G. Screws for Fastening of Gypsum Panel Products to Cold-Formed Steel Studs Less than 0.033
inch in Thickness and Wood Members: ASTM C1002; self-piercing tapping screws, corrosion
resistant.
H. Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of type and size to
suit application; to rigidly secure materials in place.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to commence.
3.02 ACOUSTIC ACCESSORIES INSTALLATION
A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and around
electrical and mechanical items within partitions, and tight to items passing through partitions.
B. Acoustic Sealant: Install in accordance with manufacturer's instructions.
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GYPSUM BOARD ASSEMBLIES
3.03 BOARD INSTALLATION
A. Comply with ASTM C840, GA-216, and manufacturer's instructions. Install to minimize butt end
joints, especially in highly visible locations.
B. Single-Layer Non-Rated: Install gypsum board in most economical direction, with ends and
edges occurring over firm bearing.
C. Exposed Gypsum Board in Interior Wet Areas: Seal joints, cut edges, and holes with
water-resistant sealant.
D. Cementitious Backing Board: Install over wood framing members and plywood substrate where
indicated, in accordance with ANSI A108.11 and manufacturer's instructions.
E. Installation on Wood Framing: For non-rated assemblies, install as follows:
1. Single-Layer Applications: Screw attachment.
F. Curved Surfaces: Apply gypsum board to curved substrates in accordance with GA-226.
3.04 INSTALLATION OF TRIM AND ACCESSORIES
A. Control Joints: Place control joints consistent with lines of building spaces and as indicated.
B. Corner Beads: Install at external corners, using longest practical lengths.
C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials.
D. Decorative Trim: Install at locations shown on drawings and in accordance with manufacturer's
instructions.
3.05 JOINT TREATMENT
A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:
1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise
indicated.
2. Level 2: In utility areas, behind cabinetry, and on backing board to receive tile finish.
B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to
receive finishes.
1. Feather coats of joint compound so that camber is maximum 1/32 inch.
C. Where Level 5 finish is indicated, spray apply high build drywall surfacer over entire surface
after joints have been properly treated; achieve a flat and tool mark-free finish.
D. Fill and finish joints and corners of cementitious backing board as recommended by
manufacturer.
3.06 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet
in any direction.
END OF SECTION
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TILING
SECTION 09 3000
TILING
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Tile for floor applications.
B.Tile for wall applications.
C.Ceramic accessories.
D.Ceramic trim.
E.Grout: Colored epoxy grout.
F.Surface Preparation Products:
G.Surface Preparation Products:
1.Self-Leveling Underlayment
2.Waterproofing Membrane
3.Crack Isolation Membrane setting material
4.Polymer Modified Thin Set Mortar
5.Polymer modified Medium Bed Mortar
6.Chemical Resistant Bonding Mortar
H.Non-ceramic trim.
1.02 RELATED REQUIREMENTS
A.Section 09 0561 - Common Work Results for Flooring Preparation: Moisture Remediation floor
coating.
B.Section 07 9200 - Joint Sealants: Sealing joints between tile work and adjacent construction
and fixtures.
C.Section 09 2116 - Gypsum Board Assemblies: Tile backer board.
1.03 REFERENCE STANDARDS
A.ANSI A108.1a - American National Standard Specifications for Installation of Ceramic Tile in the
Wet-Set Method, with Portland Cement Mortar; 2014.
B.ANSI A108.1b - American National Standard Specifications for Installation of Ceramic Tile on a
Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex-Portland Cement Mortar; 1999
(Reaffirmed 2010).
C.ANSI A108.1c - Specifications for Contractors Option: Installation of Ceramic Tile in the
Wet-Set Method with Portland Cement Mortar or Installation of Ceramic Tile on a Cured
Portland Cement Mortar Bed with Dry-Set or Latex-Portland Cement; 1999 (Reaffirmed 2010).
D.ANSI A108.4 - American National Standard Specifications for Installation of Ceramic Tile with
Organic Adhesives or Water Cleanable Tile-Setting Epoxy Adhesive; 2009 (Revised).
E.ANSI A108.5 - American National Standard Specifications for Installation of Ceramic Tile with
Dry-Set Portland Cement Mortar or Latex-Portland Cement Mortar; 1999 (Reaffirmed 2010).
F.ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tile with
Chemical Resistant, Water Cleanable Tile-Setting and -Grouting Epoxy; 1999 (Reaffirmed
2010).
G.ANSI A108.8 - American National Standard Specifications for Installation of Ceramic Tile with
Chemical Resistant Furan Resin Mortar and Grout; 1999 (Reaffirmed 2010).
H.ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tile with
Modified Epoxy Emulsion Mortar/Grout; 1999 (Reaffirmed 2010).
I.ANSI A108.10 - American National Standard Specifications for Installation of Grout in Tilework;
1999 (Reaffirmed 2010).
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TILING
J.ANSI A108.12 - American National Standard for Installation of Ceramic Tile with EGP (Exterior
glue plywood) Latex-Portland Cement Mortar; 1999 (Reaffirmed 2010).
K.ANSI A108.13 - American National Standard for Installation of Load Bearing, Bonded,
Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone; 2005 (Reaffirmed
2010).
L.ANSI A118.3 - American National Standard Specifications for Chemical Resistant, Water
Cleanable Tile-Setting and -Grouting Epoxy and Water Cleanable Tile-Setting Epoxy Adhesive;
2013 (Revised).
M.ANSI A118.10 - American National Standard Specifications for Load Bearing, Bonded,
Waterproof Membranes For Thin-Set Ceramic Tile And Dimension Stone Installation; 2014.
N.ANSI A118.12 - American National Standard Specifications for Crack Isolation Membranes for
Thin-set Ceramic Tile and Dimension Stone Installation; 2014.
O.ANSI A118.15 - American National Standard Specifications for Improved Modified Dry-Set
Cement Mortar; 2012.
P.ANSI A137.1 - American National Standard Specifications for Ceramic Tile; 2013.1.
Q.TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation; 2015.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories.
Include instructions for using grouts and adhesives.
C.Shop Drawings: Indicate tile layout, patterns, color arrangement, perimeter conditions, junctions
with dissimilar materials, control and expansion joints, thresholds, ceramic accessories, and
setting details.
D.Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1.See Section 01 6000 - Product Requirements, for additional provisions.
2.Extra Tile: 5 percent of each size, color, and surface finish combination, but not less than
1 box of each type.
1.05 MOCK-UP
A.See Section 01 4000 - Quality Requirements, for general requirements for mock-up.
B.Construct tile mock-up where indicated on drawings, incorporating all components specified for
the location.
1.Minimum size of mock-up is indicated on drawings.
2.Approved mock-up may remain as part of the Work.
PART 2 PRODUCTS
2.01 TILE
A.Manufacturers: Type, Size and Color: As listed on Finish Schedule.
B.General: Provide tile that complies with ANSI A137.1 for types, compositions and other
characteristics indicated. Provide tile in the locations and of the types colors and pattern
indicated on the Drawings and identified in the finish Schedule. Tile shall also be provided in
accordance with the following:
1.Factory Blending: For factory mounted tile, provide back or edge mounted tile assemblies
as standard with the manufacturer, unless otherwise specified.
2.Mounting: For factory mounted tile, provide back or edge mounted tile assemblies as
standard with the manufacturer, unless otherwise specified.
2.02 TRIM AND ACCESSORIES
A.Ceramic Trim: Matching cove base ceramic and other shapes indicated on drawings in sizes
coordinated with field tile.
1.Manufacturers: Same as for tile.
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TILING
B.Non-Ceramic Trim: Satin natural anodized extruded aluminum, style and dimensions as
indicated on drawings, for setting using tile mortar or adhesive.
2.03 SETTING MATERIALS
A.Manufacturers:
1.LATICRETE International, Inc; 1 Laticrete Park North, Bethany, CT 06524-3423 USA
Phone 800-243-4788, (203) 393-0010: www.laticrete.com.
B.Improved Latex-Portland Cement Mortar Bond Coat: ANSI A118.15.
1.Applications: Use this type of bond coat where indicated and where no other type of bond
coat is indicated.
2.Products:
a.LATICRETE International, Inc; LATICRETE 254 Platinum: www.laticrete.com/#sle.
2.04 GROUTS
A.Manufacturers:
1.LATICRETE International, Inc; LATICRETE SPECTRALOCK 2000 IG: www.laticrete.com.
B.Epoxy Grout: ANSI A118.3 chemical resistant and water-cleanable epoxy grout.
1.Color(s): As indicated on drawings.
2.Products:
a.LATICRETE International, Inc; LATICRETE SPECTRALOCK 2000 IG:
www.laticrete.com.
2.05 MAINTENANCE MATERIALS
A.Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and
grout surfaces, specifically approved for materials and installations indicated by tile and grout
manufacturers.
B.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.
C.Provide final tile cleaning products as manufactured by Van Hearron.
1.Haze Away - grout Haze Remover.
2.Concentrated Cleaner.
3.Mighty Indigo Cling.
4.Mighty Indigo.
2.06 ACCESSORY MATERIALS
A.Concrete Floor Slab Crack Isolation Membrane: Material complying with ANSI A118.12; not
intended as waterproofing.
1.Type: Fluid-applied.
2.Thickness: 20 mils, maximum.
3.Crack Resistance: No failure at 1/16 inch gap, minimum.
4.Products:
a.LATICRETE International, Inc; LATICRETE Blue 92 Anti-Fracture Membrane:
www.laticrete.com/#sle.
B.Waterproofing Membrane at Floors: Specifically designed for bonding to cementitious substrate
under thick mortar bed or thin-set tile; complying with ANSI A118.10.
1.Fluid or Trowel Applied Type:
a.Thickness: 25 mils, minimum, dry film thickness.
b.Products:
1)LATICRETE International, Inc; LATICRETE HYDRO BAN:
www.laticrete.com/#sle.
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TILING
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of
work and are ready to receive tile.
1.For thin-bed Ceramic tile installations when a cementitious bonding material will be used,
including medium bed mortar: maximum allowable variation in the tile substrate - for tiles
with edges shorter than 15”, maximum allowable variation is ¼” in 10’ from the required
plane, with no more than 1/16” variation in 12” when measured from the high points in the
surface. For tiles with at least one edge 15” in length, maximum allowable variation is 1/8”
in 10’ from the required plane, with no more than 1/16” variation in 24” when measured
from the high points in the surface. For modular substrate units, such as exterior glue
plywood panels or adjacent concrete masonry units, adjacent edges cannot exceed 1/32”
difference in height.
B.Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work,
are dust-free, and are ready to receive tile.
C.Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of
setting materials to sub-floor surfaces, including but not limited to: coatings, curing compounds,
soaps, oil and greases, silicone, sealers, curing compounds, laitance, loose plaster, paint,
efflorescence, and scale.
D.Verify that concrete sub-floor surfaces are ready for tile installation by testing for moisture
emission rate and alkalinity; obtain instructions if test results are not within limits recommended
by tile manufacturer and setting materials manufacturer.
E.For substrates scheduled to receive a waterproofing and/or crack isolation membrane,
maximum amount of moisture in the concrete/mortar bed substrate should not exceed 5
lbs./1,000 ft2 / 24 hours (283 µg/s•m2) per ASTM F1869 or 75% relative humidity as measured
with moisture probes per ASTM F2170.
F.Verify that required floor-mounted utilities are in correct location.
3.02 PREPARATION
A.Protect surrounding work from damage.
B.Vacuum clean surfaces and damp clean.
C.Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable
flatness tolerances.
D.Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer's
instructions.
E.Fill cracks, holes, and depressions in concrete substrates for tile floors installed with thin-set
mortar with trowelable leveling and patching compound specifically recommended by tile-setting
material manufacturer.
F.Where indicated, prepare substrates to receive waterproofing by applying a reinforced mortar
bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot toward drains.
G.Advise General Contractor and Architect of any surface or substrate conditions requiring
correction before tile work commences. Beginning of work constitutes acceptance of substrate
or surface conditions.
H.Presswood, particleboard, chipboard, masonite, gypsum floor patching compounds, asbestos
board, Luan and similar dimensionally unstable materials are not acceptable substrates.
I.Tiling over old (existing) substrates: Old cement terrazzo, ceramic tile paver, quarry tile, vinyl
and vinyl composition floor coverings other than cushion vinyl shall be sound, solidly in place,
flawless, stripped or sanded, clean, free of dust, wax, grease, sealers, soap residue and other
deleterious substances which may prevent or reduce the adhesion. For further details see ANSI
A108.01 Article 2.6.2.
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TILING
3.03 INSTALLATION - GENERAL
A.Install tile and grout in accordance with applicable requirements of ANSI A108.1a through ANSI
A108.13, manufacturer's instructions, and TCNA (HB) recommendations.
B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings.
C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases
neatly. Align floor joints.
D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make grout
joints without voids, cracks, excess mortar or excess grout, or too little grout.
E. Form internal angles square and external angles bullnosed.
F. Install ceramic accessories rigidly in prepared openings.
G. Install non-ceramic trim in accordance with manufacturer's instructions.
H. Sound tile after setting. Replace hollow sounding units.
I. Keep control and expansion joints free of mortar, grout, and adhesive.
J. Prior to grouting, allow installation to completely cure; minimum of 48 hours.
K. Grout tile joints unless otherwise indicated.
L. At changes in plane and tile-to-tile control joints, use tile sealant instead of grout, with either
bond breaker tape or backer rod as appropriate to prevent three-sided bonding.
M. Expansion joints, control joints, insulation joints, etc., must be located in compliance with TCNA
EJ171 and filled with appropriate materials. Joints must be carried through layers of installation
materials including tile, setting bed, mortar bed and reinforcing wire. Refer to TCNA Handbook,
EJ171 and ANSI AN-3.8 for details on placement, size and specifications of materials.
N. Install elastomeric tile caulk around sinks, tubs and showers and where tile meets tile or another
surface per Section 07 9200.
3.04 INSTALLATION - FLOORS - MORTAR BED METHODS
A. Over interior concrete substrates, install in accordance with TCNA (HB) Method F111, with
cleavage membrane, unless otherwise indicated.
1. Where epoxy bond coat and grout are indicated, install in accordance with TCNA (HB)
Method F132, bonded.
B.Waterproofing Membrane: Install as recommended by manufacturer and as specified in the
section in which the product is specified.
3.05 INSTALLATION - WALL TILE
A.Over cementitious backer units on studs, install in accordance with TCNA (HB) Method W244,
using membrane at toilet rooms.
B.Over interior concrete and masonry install in accordance with TCNA (HB) Method W202,
thin-set with dry-set or latex-Portland cement bond coat.
3.06 CLEANING
A.Clean tile and grout surfaces.
B.Use cleaning products per manufacturers written instructions.
1.Haza Away - grout Haze Remover for epoxy and cementitious grout on glazed tile
surfaces.
2.Mighty Indigo Cling for final cleaning of all vertical surfaces.
3.Mighty Indigo for final cleaning of horizontal surfaces.
3.07 PROTECTION
A.Do not permit traffic over finished floor surface for 4 days after installation.
3.08 SCHEDULE
A.Floor installation in Restrooms and all rooms where floor drains are located.
19M01
Pure Pharmacy 09 3000 - 6
TILING
1.Tile: As indicated on finish plans.
2.Substrate preparation:
a.Concrete (new or existing): Comply with ANSI A108.01 Section 3.2. Apply
waterproofing Membrane over entire surface and turn up walls 4 inches.
b.Plywood: Comply with ANSI A108.01 Section 3.4. Apply waterproofing Membrane
over entire surface and turn up walls 4 inches.
c.Backerboard: Comply with ANSI A108.11. Apply waterproofing Membrane over entire
surface and turn up walls 4 inches.
3.Installation Method: Mortar bed.
4.Grout: Epoxy, color as indicated on finish plans.
B.All other floors:
1.Tile: As indicated on finish plans.
2.Substrate preparation:
a.Concrete (new or existing): Comply with ANSI A108.01 Section 3.2. Apply Crack
Isolation Membrane over all cracks and joints.
b.Plywood: Comply with ANSI A108.01 Section 3.4. Apply waterproofing Membrane
over entire surface.
c.OSB is not a suitable surface for direct bonding tile. Apply waterproofing Membrane
over entire surface.
d.Backerboard: Comply with ANSI A108.11. Apply Crack Isolation Membrane over all
cracks and joints.
3.Installation Method: Mortar bed.
4.Grout: Epoxy, color as indicated on finish plans.
C.Wall installation in Restrooms and all rooms where floor drains are located.
1.Tile: As indicated on finish plans.
2.Substrate preparation: Comply with ANSI 108.01 Section 2.5. Apply Water proofing
membrane over entire surface.
3.Installation Method: Mortar bed.
4.Grout: Epoxy, color as indicated on finish plans.
D.Wall installation in all other rooms.
1.Tile: As indicated on finish plans.
2.Installation Method: Mortar bed.
3.Grout: Epoxy, color as indicated on finish plans.
E.Wall installation over plywood (at casework or similar installations).
1.Tile: As indicated on finish plans.
2.Installation Method: Mortar bed over waterproofing membrane.
3.Grout: Epoxy, color as indicated on finish plans.
END OF SECTION
19M01
Pure Pharmacy 09 5100 - 1
ACOUSTICAL CEILINGS
SECTION 09 5100
ACOUSTICAL CEILINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Suspended metal grid ceiling system.
B.Acoustical units.
C.Supplementary acoustical insulation above ceiling.
1.02 RELATED REQUIREMENTS
A.Section 07 2100 - Thermal Insulation: Acoustical insulation.
B.Section 08 3100 - Access Doors and Panels: Access panels.
1.03 REFERENCE STANDARDS
A.ASTM C635/C635M - Standard Specification for the Manufacture, Performance, and Testing of
Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings; 2013a.
B.ASTM C636/C636M - Standard Practice for Installation of Metal Ceiling Suspension Systems for
Acoustical Tile and Lay-In Panels; 2013.
C.ASTM E580/E580M - Standard Practice for Installation of Ceiling Suspension Systems for
Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions; 2014.
D.ASTM E1264 - Standard Classification for Acoustical Ceiling Products; 2014.
1.04 ADMINISTRATIVE REQUIREMENTS
A.Sequence work to ensure acoustical ceilings are not installed until building is enclosed,
sufficient heat is provided, dust generating activities have terminated, and overhead work is
completed, tested, and approved.
B.Do not install acoustical units until after interior wet work is dry.
1.05 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Shop Drawings: Indicate grid layout and related dimensioning, junctions with other ceiling
finishes, and mechanical and electrical items installed in the ceiling.
C.Product Data: Provide data on suspension system components.
D.Samples: Submit two samples 4 by 4 inch in size illustrating material and finish of acoustical
units.
E.Samples: Submit two samples each, 4 inches long, of suspension system main runner, cross
runner, and perimeter molding.
F.Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1.See Section 01 6000 - Product Requirements, for additional provisions.
2.Extra Acoustical Units: Quantity equal to 3 percent of total installed, or [1] box, whichever
is greater.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Acoustic Tiles/Panels:
1.Armstrong World Industries, Inc; ____: www.armstrong.com/#sle.
2.USG; ____: www.usg.com/#sle.
B.Suspension Systems:
1.Same as for acoustical units.
2.02 ACOUSTICAL UNITS
A.Acoustical Units - General: ASTM E1264, Class A.
19M01
Pure Pharmacy 09 5100 - 2
ACOUSTICAL CEILINGS
B.Acoustical Panels Type ACT-#: Painted mineral fiber, ASTM E1264 Type III, with the following
characteristics:
1.Thickness: 3/4 inches.
2.Surface Color: White.
3.Products:
a.ACT-1: USG, #86785 or #88785 Mars Climaplus or approved equal.
b.ACT-2: USG, #4753 Olympia Micro Clima Plus or approved equal
c.ACT-3: USG, #3270 Sheetrock Brand Lay-In Ceiling Panel.
2.03 SUSPENSION SYSTEM(S)
A.Metal Suspension Systems - General: Complying with ASTM C635/C635M; die cut and
interlocking components, with stabilizer bars, clips, splices, perimeter moldings, and hold down
clips as required.
B.Exposed Steel Suspension System Type ____: Formed steel, commercial quality cold rolled;
heavy-duty.
1.Profile: Tee; 15/16 inch wide face.
2.Finish: White painted.
3.Products:
a.USG, Donn DX/DXL 15/16 Dimensional Tee System or approved equal.
2.04 ACCESSORIES
A.Support Channels and Hangers: Galvanized steel; size and type to suit application, seismic
requirements, and ceiling system flatness requirement specified.
B.Perimeter Moldings: Same material and finish as grid.
1.At Exposed Grid: Provide L-shaped molding for mounting at same elevation as face of
grid.
C.Acoustical Insulation: Specified in Section 07 2100.
D.Acoustical Sealant For Perimeter Moldings: Non-hardening, non-skinning, for use in
conjunction with suspended ceiling system.
PART 3 EXECUTION
3.01 INSTALLATION - SUSPENSION SYSTEM
A.Install suspension system in accordance with ASTM C636/C636M, ASTM E580/E580M, and
manufacturer's instructions and as supplemented in this section.
B.Rigidly secure system, including integral mechanical and electrical components, for maximum
deflection of 1:360.
C.Locate system on room axis according to reflected plan.
D.Install after major above-ceiling work is complete. Coordinate the location of hangers with other
work.
E.Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where
carrying members are spliced, avoid visible displacement of face plane of adjacent members.
F.Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest
affected hangers and related carrying channels to span the extra distance.
G.Do not support components on main runners or cross runners if weight causes total dead load
to exceed deflection capability.
H.Support fixture loads using supplementary hangers located within 6 inches of each corner, or
support components independently.
I.Do not eccentrically load system or induce rotation of runners.
J.Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with
other interruptions.
1.Use longest practical lengths.
19M01
Pure Pharmacy 09 5100 - 3
ACOUSTICAL CEILINGS
2.Overlap and rivet corners.
3.02 INSTALLATION - ACOUSTICAL UNITS
A.Install acoustical units in accordance with manufacturer's instructions.
B.Fit acoustical units in place, free from damaged edges or other defects detrimental to
appearance and function.
C.Fit border trim neatly against abutting surfaces.
D.Install units after above-ceiling work is complete.
E.Install acoustical units level, in uniform plane, and free from twist, warp, and dents.
F.Cutting Acoustical Units:
1.Make field cut edges of same profile as factory edges.
3.03 TOLERANCES
A.Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet.
B.Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees.
END OF SECTION
19M01
Pure Pharmacy 09 6513 - 1
RESILIENT FLOORING
ARMSTRONG
SECTION 09 6513
RESILIENT FLOORING ARMSTRONG
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Resilient sheet and tile flooring by Armstrong.
B.Armstrong Strong System.
C.Installation accessories.
1.02 RELATED REQUIREMENTS
A.Section 01 2200 - Unit Prices: Unit prices for moitsure mitigation and leveling of concrete slabs.
B.Section 09 0561 - Common Work Results for Flooring Preparation: Independent agency testing
of concrete slabs and moisture mitigation.
C.Section 09 0561 - Common Work Results for Flooring Preparation for testing of concrete slabs
for flatness and levelness, moisture (RH) and alkinity (pH).
D.Section 09 0561 - Common Work Results for Flooring Preparation for moisture mitigation and
leveling beyond patching specified herein.
E.Section 09 6500 - Resilient Flooring for all other reslient flooring, including base, stair treads,
risers etc.
1.03 REFERENCE STANDARDS
A.ASTM E1155 - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor
Levelness Numbers; 1996 (Reapproved 2008).
B.ASTM E1155M - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor
Levelness Numbers (Metric); 2014.
C.ASTM F1303 - Standard Specification for Sheet Vinyl Floor Covering with Backing; 2004
(Reapproved 2014).
D.ASTM F1913 - Standard Specification for Vinyl Sheet Floor Covering Without Backing; 2004
(Reapproved 2014).
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide data on specified products, describing physical and performance
characteristics; including sizes, patterns and colors available; and installation instructions.
C.Shop Drawings: Indicate seaming plans and floor patterns.
D.Verification Samples: Submit two samples, 12 by 12 inch in size illustrating color and pattern for
each resilient flooring product specified.
E.Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1.See Section 01 6000 - Product Requirements, for additional provisions.
2.Extra Flooring Material: 25 square feet of each type and color.
1.05 FIELD CONDITIONS
A.Store materials for not less than 48 hours prior to installation in area of installation at a
temperature of 70 degrees F to achieve temperature stability. Thereafter, maintain conditions
above 55 degrees F.
1.06 EXTENDED SYSTEM LIMITED WARRANTY
A.Resilient Flooring System: Submit a written warranty executed by the manufacturer, agreeing to
repair or replace system (subfloor preparation products, adhesive, and floor covering) that falls
within the warranty period.
B.Limited Warranty Period: 10 years on top of the Resilient Flooring Limited Warranty
19M01
Pure Pharmacy 09 6513 - 2
RESILIENT FLOORING
ARMSTRONG
C.[S-452 Seal Strong™ Two-Part, Epoxy Based Moisture Mitigation System] [S-453 Level
Strong™ cement based self-leveling compound] [S-454 Prime Strong™ acrylic primer for
porous substrates] [S-455 Prime Strong™ acrylic primer for non-porous substrates] [S-456
Patch Strong™ flexible patching and smoothing compound]
D.The installation of an Armstrong Flooring product along with the recommended Armstrong
Flooring adhesive, as well as any one of the Strong System subfloor preparation products listed
above, provides 10 additional years of limited warranty coverage. The Strong System limited
warranty covers the installation integrity for the length of the flooring product warranty plus 10
years. In order to qualify for the Strong System Warranty, any subfloor preparation product
needed for an installation must be an Armstrong Flooring product.
E.For the System Limited Warranty to be valid, this product is required to be installed using the
appropriate Armstrong Flooring Guaranteed Installation System. Product installed not using the
specific instructions from the Guaranteed Installation System will void the warranty.
F.When Armstrong Flooring Strong System subfloor preparation products are used with other
manufacturers’ floor coverings, adhesives, or other subfloor preparation products, Armstrong
Flooring warrants our products to be free from manufacturing defects from the date of purchase
through the limited warranty period of 15 years.
PART 2 PRODUCTS
2.01 SHEET FLOORING
A.Vinyl Sheet Flooring - Type SV-1: Homogeneous without backing, with color and pattern
throughout full thickness.
1.ColorArt Medintech Medintone with Diamond 10 by Armstrong flooring.
2.Minimum Requirements: Comply with ASTM F1913.
3.Thickness: 0.080 inch nominal.
4.Sheet Width: 79 inch minimum.
5.Seams: Heat welded.
6.Integral coved base with cap strip.
7.Color: As indicated on drawings.
B.Vinyl Sheet Flooring - Type SV-1: Transparent or translucent vinyl wear layer over interlayer
and backing.
1.DecorArt® Rejuvenations™ Ambigu™ | StoneRun™ | TimberLine® with Diamond 10®
Technology Coating by Armstrong Flooring
2.Minimum Requirements: Comply with ASTM F1303, Type I, with Class B plastic backing.
3.Wear Layer Thickness: 0.022 inch minimum.
4.Total Thickness: 0.080 inch minimum.
5.Sheet Width: 79 inch minimum.
6.Integral coved base with cap strip.
7.Seams: Heat welded.
8.Color: As indicated on drawings.
C.Welding Rod: Solid bead in material compatible with flooring, produced by flooring
manufacturer for heat welding seams, and in color matching field color.
2.02 ACCESSORIES
A.Seal/Moisture Mitigation: For unit price
1.Armstrong S-452 Seal Strong two-part moisture mitigation.
2.Provide unit price per Section 01 2200 - Unit Prices
B.Primers: Waterproof; types recommended by flooring manufacturer.
1.Armstrong S-455 Prime Strong for non-porous substrates.
2.Armstrong S-454 Prime Strong for porous substrates.
C.Patching Compound (for leveling up to 1/8"):
1.Armstrong S-456 Patch Strong for patching, smoothing, and leveling monolithic substrates
19M01
Pure Pharmacy 09 6513 - 3
RESILIENT FLOORING
ARMSTRONG
D.Leveling Underlayment (for leveling up to 1"): For unit price
1.Armstrong S-453 Level Strong
2.Provide unit price per Section 01 2200 - Unit Prices
3.See Section 03 5400 - Cast Underlayment for levelling 1" to 5"
E.Adhesive for Armstrong Flooring:
1.As recommended by Armstrong for selected floor finish, RH and pH.
F.Moldings, Transition and Edge Strips:.
1.As specified in Section 09 6500 - Resilient Flooring
G.Cove Cap (BC-1):
1.Loxcreen CM14281SCA12 1/8" square aluminum cove cap.
H.Filler for Coved Base: rubber.
I.Sealer: Types recommended by flooring manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify that surfaces are flat to tolerances acceptable to flooring manufacturer, free of cracks that
might telegraph through flooring, clean, dry, and free of curing compounds, surface hardeners,
and other chemicals that might interfere with bonding of flooring to substrate.
B.Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work,
are dust-free, and are ready to receive resilient base.
C.Cementitious Sub-floor Surfaces: Verify that substrates are dry enough and ready for resilient
flooring installation by testing for flatness/levelness, moisture (RH) and alkanity (pH).
1.Test in accordance with Section 09 0561.
2.Obtain instructions if test results are not within limits recommended by resilient flooring
manufacturer and adhesive materials manufacturer.
3.02 FLOOR FLATNESS AND LEVELNESS TOLERANCES
A.An independent testing agency, as specified in Section 01 4000, will inspect finished slabs for
compliance with specified tolerances.
B.Minimum F(F) Floor Flatness and F(L) Floor Levelness Values:
1.F(F) of 35; F(L) of 25, on-grade only.
C.Measure F(F) Floor Flatness and F(L) Floor Levelness in accordance with ASTM E1155 (ASTM
E1155M), within 48 hours after slab installation; report both composite overall values and local
values for each measured section.
D. Correct the slab surface if composite overall value is less than specified and if local value is less
than two-thirds of specified value or less than F(F) 13/F(L) 10.
E. Correct defects by grinding or by removal and replacement of the defective work. Areas
requiring corrective work will be identified. Re-measure corrected areas by the same process.
3.03 PREPARATION
A. Prepare floor substrates for installation of flooring in accordance with Section 09 0561.
3.04 INSTALLATION - GENERAL
A. Starting installation constitutes acceptance of sub-floor conditions.
B. Install in accordance with manufacturer's written instructions.
3.05 INSTALLATION - SHEET FLOORING
A. Lay flooring with joints and seams in accordance with seaming plan. Lay out seams to avoid
widths less than 1/3 of roll width; match patterns carefully at seams.
B. Seal seams by heat welding where indicated.
19M01
Pure Pharmacy 09 6513 - 4
RESILIENT FLOORING
ARMSTRONG
C. Coved Base: Install as detailed on drawings, using coved base filler as backing at floor to wall
junction. Extend sheet flooring vertically to height indicated, and cover top edge with metal cap
strip.
3.06 CLEANING
A. Remove excess adhesive from floor, base, and wall surfaces without damage.
B. Clean, seal, and wax in accordance with manufacturer's written instructions.
3.07 PROTECTION
A. Prohibit traffic on resilient flooring for 48 hours after installation.
END OF SECTION
19M01
Pure Pharmacy 09 9123 - 1
INTERIOR PAINTING
SECTION 09 9123
INTERIOR PAINTING
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Surface preparation.
B.Field application of paints.
C.Scope: Finish interior surfaces exposed to view, unless fully factory-finished and unless
otherwise indicated, including the following:
1.Both sides and edges of plywood backboards for electrical and telecom equipment before
installing equipment.
2.Elevator pit ladders.
3.Mechanical and Electrical:
a.In finished areas, paint insulated and exposed pipes, conduit, boxes, insulated and
exposed ducts, hangers, brackets, collars and supports, mechanical equipment, and
electrical equipment, unless otherwise indicated.
b.In finished areas, paint shop-primed items.
c.Paint dampers exposed behind louvers, grilles, ______ to match face panels.
D.Do Not Paint or Finish the Following Items:
1.Items factory-finished unless otherwise indicated; materials and products having
factory-applied primers are not considered factory finished.
2.Items indicated to receive other finishes.
3.Items indicated to remain unfinished.
4.Fire rating labels, equipment serial number and capacity labels, bar code labels, and
operating parts of equipment.
5.Stainless steel, anodized aluminum, bronze, terne coated stainless steel, and lead items.
6.Marble, granite, slate, and other natural stones.
7.Floors, unless specifically indicated.
8.Ceramic and other tiles.
9.Brick, architectural concrete, cast stone, integrally colored plaster and stucco.
10.Glass.
11.Concealed pipes, ducts, and conduits.
1.02 RELATED REQUIREMENTS
A.Section 05 5000 - Metal Fabrications: Shop-primed items.
B.Section 09 9113 - Exterior Painting.
C.Section 09 9600 - High-Performance Coatings.
1.03 DEFINITIONS
A.Comply with ASTM D16 for interpretation of terms used in this section.
1.04 REFERENCE STANDARDS
A.ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications;
2014.
B.ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and
Wood-Base Materials; 2007.
C.MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Current
Edition, www.paintinfo.com.
D.SSPC-SP 1 - Solvent Cleaning; 2015.
E.SSPC-SP 6 - Commercial Blast Cleaning; 2007.
F.SSPC-SP 13 - Surface Preparation of Concrete; (Reaffirmed 2015); 2003.
19M01
Pure Pharmacy 09 9123 - 2
INTERIOR PAINTING
1.05 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide complete list of products to be used, with the following information for
each:
1.Manufacturer's name, product name and/or catalog number, and general product category
(e.g. "alkyd enamel").
2.Cross-reference to specified paint system(s) product is to be used in; include description of
each system.
C.Samples: Submit three paper "draw down" samples, 8-1/2 by 11 inches in size, illustrating
range of colors available for each finishing product specified.
1.Where sheen is specified, submit samples in only that sheen.
2.Where sheen is not specified, discuss sheen options with Architect before preparing
samples, to eliminate sheens definitely not required.
D.Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1.See Section 01 6000 - Product Requirements, for additional provisions.
2.Extra Paint and Finish Materials: 1 gallon of each color; from the same product run, store
where directed.
3.Label each container with color in addition to the manufacturer's label.
1.06 MOCK-UP
A.See Section 01 4000 - Quality Requirements, for general requirements for mock-up.
B.Locate where directed by Architect.
C.Mock-up may remain as part of the work.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Provide paints and finishes used in any individual system from the same manufacturer; no
exceptions.
B.Paints:
1.Sherwin-Williams Company: www.sherwin-williams.com/#sle.
C.Primer Sealers: Same manufacturer as top coats.
2.02 PAINTS AND FINISHES - GENERAL
A.Paints and Finishes: Ready mixed, unless intended to be a field-catalyzed paint.
1.Provide 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.
2.Supply each paint material in quantity required to complete entire project's work from a
single production run, including attic stock.
3.Do not reduce, thin, or dilute paint or finishes or add materials unless such procedure is
specifically described in manufacturer's product instructions.
B.Colors: As indicated on drawings.
2.03 ACCESSORY MATERIALS
A.Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials as required for final completion of painted surfaces.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify that surfaces are ready to receive work as instructed by the product manufacturer.
B.Examine surfaces scheduled to be finished prior to commencement of work. Report any
condition that may potentially effect proper application.
19M01
Pure Pharmacy 09 9123 - 3
INTERIOR PAINTING
C.Test shop-applied primer for compatibility with subsequent cover materials.
D.Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes
unless moisture content of surfaces are below the following maximums:
1.Gypsum Wallboard: 12 percent.
2.Interior Wood: 15 percent, measured in accordance with ASTM D4442.
3.Concrete Floors and Traffic Surfaces: 8 percent.
3.02 PREPARATION
A.Clean surfaces thoroughly and correct defects prior to application.
B.Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
C.Remove or repair existing paints or finishes that exhibit surface defects.
D.Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces or finishing.
E.Seal surfaces that might cause bleed through or staining of topcoat.
F.Concrete:
1.Remove release agents, curing compounds, efflorescence, and chalk. Do not coat
surfaces if moisture content or alkalinity of surfaces to be coated exceeds that permitted in
manufacturer's written instructions.
2.Prepare surface as recommended by top coat manufacturer and according to SSPC-SP
13.
G.Masonry:
1.Remove efflorescence and chalk. Do not coat surfaces if moisture content or alkalinity of
surfaces or if alkalinity of mortar joints exceed that permitted in manufacturer's written
instructions. Allow to dry.
2.Prepare surface as recommended by top coat manufacturer.
H.Concrete Floors and Traffic Surfaces: Remove contamination, acid etch, and rinse floors with
clear water. Verify required acid-alkali balance is achieved. Allow to dry.
I.Gypsum Board: Fill minor defects with filler compound. Spot prime defects after repair.
J.Ferrous Metal:
1.Solvent clean according to SSPC-SP 1.
2.Shop-Primed Surfaces: Sand and scrape to remove loose primer and rust. Feather edges
to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel
surfaces. Re-prime entire shop-primed item.
3.Remove rust, loose mill scale, and other foreign substances using using methods
recommended in writing by paint manufacturer and blast cleaning according to SSPC-SP 6
"Commercial Blast Cleaning". Protect from corrosion until coated.
K.Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal knots,
pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried;
sand between coats. Back prime concealed surfaces before installation.
L.Wood Surfaces to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal
knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has
dried; sand lightly between coats. Prime concealed surfaces with gloss varnish reduced 25
percent with thinner.
3.03 APPLICATION
A.Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately.
B.Apply products in accordance with manufacturer's written instructions and recommendations in
"MPI Architectural Painting Specification Manual".
19M01
Pure Pharmacy 09 9123 - 4
INTERIOR PAINTING
C.Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.
D.Apply each coat to uniform appearance in thicknesses specified by manufacturer.
E.Sand wood and metal surfaces lightly between coats to achieve required finish.
F.Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior
to applying next coat.
G.Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain
before set. Wipe excess from surface.
H.Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed
prior to finishing.
3.04 CLEANING
A.Collect waste material that could constitute a fire hazard, place in closed metal containers, and
remove daily from site.
3.05 SCHEDULE - PAINT SYSTEMS
A.INTERIOR PRIMERS
1.Interior Concrete and Masonry Primer: Factory-formulated alkali-resistant acrylic-latex
interior primer for interior application.
a.Sherwin-Williams; Loxon Interior/Exterior Masonry Primer A24W8300: Applied at a
dry film thickness of not less than 3.0 mils.
2.Interior Gypsum Board Primer: Factory-formulated latex-based primer for interior
application.
a.Sherwin-Williams; ProMar 200 Zero VOC Primer B28W4600: Applied at a dry film
thickness of not less than 1.6 mils.
3.Interior Ferrous-Metal Primer: Factory-formulated quick-drying rust-inhibitive alkyd-based
metal primer.
a.Sherwin-Williams; Kem Bond HS B50WZ4: Applied at a dry film thickness of not less
than 3.0 mils.
B.INTERIOR FINISH COATS
1.Interior Low-Luster Acrylic Enamel: Factory-formulated eggshell acrylic-latex interior
enamel.
a.Sherwin-Williams; Promar 200 Zero VOC: Applied at a dry film thickness of not less
than 1.6 mils.
C.INTERIOR PAINT SCHEDULE
1.Concrete Unit Masonry: Provide the following finish systems over interior concrete
masonry:
a.Low-Luster Acrylic-Enamel Finish: Two finish coats over a block filler.
1)Block Filler: Concrete unit masonry block filler.
2)Finish Coats: Interior low-luster acrylic enamel.
2.Gypsum Board: Provide the following finish systems over interior gypsum board surfaces:
a.Low-Luster Acrylic-Enamel Finish: Two finish coats finish coats over a primer.
1)Primer: Interior gypsum board primer.
2)Finish Coats: Interior low-luster acrylic enamel.
3.Wood and Hardboard: Provide the following paint finish systems over new interior wood
surfaces:
a.Low-Luster Acrylic-Enamel Finish: Two finish coats over a primer.
1)Primer: Interior wood primer for acrylic-enamel and semigloss alkyd-enamel
finishes.
2)Finish Coats: Interior low-luster acrylic enamel.
b.Semigloss Alkyd-Enamel Finish: Two finish coats over a primer.
1)Primer: Interior wood primer for acrylic-enamel and semigloss alkyd-enamel
finishes.
19M01
Pure Pharmacy 09 9123 - 5
INTERIOR PAINTING
2)Finish Coats: Interior semigloss alkyd enamel.
4.Ferrous Metal: Provide the following finish systems over ferrous metal:
a.Low-Luster Alkyd-Enamel Finish: Two finish coats over a primer.
1)Primer: Interior ferrous-metal primer.
2)Finish Coats: Interior low-luster alkyd enamel.
b.Semigloss Acrylic-Enamel Finish: Two finish coats over a primer.
1)Primer: Interior ferrous-metal primer.
2)Finish Coats: Interior semigloss alkyd enamel.
D.INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE
1.Stained Woodwork: Provide the following stained finishes over new interior woodwork:
a.Alkyd-Based Stain Satin-Varnish Finish: Two finish coats of alkyd-based clear satin
varnish over a sealer coat and interior wood stain. Wipe wood filler before applying
stain.
1)Filler Coat: Open-grain wood filler.
2)Stain Coat: Interior wood stain.
3)Sealer Coat: Clear sanding sealer.
4)Finish Coats: Interior alkyd- or polyurethane-based clear satin varnish.
2.Natural-Finish Woodwork: Provide the following natural finishes over new interior
woodwork:
a.Alkyd-Based Satin-Varnish Finish: Two finish coats of alkyd-based clear satin varnish
over a sanding sealer. Provide wood filler on open-grain wood before applying first
varnish coat.
1)Filler Coat: Open-grain wood filler.
2)Sealer Coat: Clear sanding sealer.
3)Finish Coats: Interior alkyd- or polyurethane-based clear satin varnish.
END OF SECTION
19M01
Pure Pharmacy 09 9600 - 1
HIGH-PERFORMANCE
COATINGS
SECTION 09 9600
HIGH-PERFORMANCE COATINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.High performance coatings.
B.Surface preparation.
1.02 RELATED REQUIREMENTS
A.Section 09 9113 - Exterior Painting.
B.Section 09 9123 - Interior Painting: Requirements for mechanical and electrical equipment
surfaces.
1.03 REFERENCE STANDARDS
A.MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Current
Edition, www.paintinfo.com.
B.SSPC-SP 1 - Solvent Cleaning; 2015.
C.SSPC-SP 2 - Hand Tool Cleaning; 1982 (Ed. 2004).
D.SSPC-SP 6 - Commercial Blast Cleaning; 2007.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements for submittal procedures.
B.Product Data: Provide complete list of all products to be used, with the following information for
each:
1.Manufacturer's name, product name and/or catalog number, and general product category
(e.g. "alkyd enamel").
2.Cross-reference to specified coating system(s) product is to be used in; include description
of each system.
C.Samples: Submit three samples 8 by 8 inch in size illustrating colors available for selection.
D.Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1.Extra Coating Materials: 1 gallon of each type and color.
2.Label each container with manufacturer's name, product number, color number, and room
names and numbers where used.
1.05 MOCK-UP
A.See Section 01 4000 - Quality Requirements, for general requirements for mock-up.
B.Locate as directed by architect.
C.Mock-up may remain as part of the work.
1.06 FIELD CONDITIONS
A.Follow manufacturer's recommended procedures for producing best results, including testing of
substrates, moisture in substrates, and humidity and temperature limitations.
B.Do not install materials when temperature is below 55 degrees F or above 90 degrees F.
C.Maintain this temperature range, 24 hours before, during, and 72 hours after installation of
coating.
1.07 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Correct defective Work within a five year period after Date of Substantial Completion.
19M01
Pure Pharmacy 09 9600 - 2
HIGH-PERFORMANCE
COATINGS
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Provide high performance coating products from the same manufacturer to the greatest extent
possible.
B.High-Performance Coatings:
1.Sherwin-Williams Company; _____: www.protective.sherwin-williams.com/industries/#sle.
2.02 ACCESSORY MATERIALS
A.Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials as required for final completion of coated surfaces.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify existing conditions before starting work.
B.Do not begin application of coatings until substrates have been properly prepared.
C.Verify that substrate surfaces are ready to receive work as instructed by the coating
manufacturer. Obtain and follow manufacturer's instructions for examination and testing of
substrates.
D.Examine surfaces scheduled to be finished prior to commencement of work. Report any
condition that may potentially affect proper application.
3.02 PREPARATION
A.Clean surfaces of loose foreign matter.
B.Remove substances that would bleed through finished coatings. If unremovable, seal surface
with shellac.
C.Remove finish hardware, fixture covers, and accessories and store.
D.Aluminum: Remove surface contamination and oils and wash with solvent according to
SSPC-SP 1.
E. Galvanized Surfaces:
1. Remove surface contamination and oils and wash with solvent according to SSPC-SP 1.
2. Prepare surface according to SSPC-SP 2.
F. Ferrous Metal:
1. Solvent clean according to SSPC-SP 1.
2. Remove rust, loose mill scale, and other foreign substances using using methods
recommended in writing by paint manufacturer and blast cleaning according to SSPC-SP 6
"Commercial Blast Cleaning", and protect from corrosion until coated.
G. Protect adjacent surfaces and materials not receiving coating from spatter and overspray; mask
if necessary to provide adequate protection. Repair damage.
3.03 PRIMING
A. Apply primer to all surfaces, unless specifically not required by coating manufacturer. Apply in
accordance with coating manufacturer's instructions.
3.04 COATING APPLICATION
A. Apply coatings in accordance with manufacturer's written instructions, to thicknesses specified
and recommendations in "MPI Architectural Painting and Specification Manual".
B. Apply in uniform thickness coats, without runs, drips, pinholes, brush marks, or variations in
color, texture, or finish. Finish edges, crevices, corners, and other changes in dimension with
full coating thickness.
19M01
Pure Pharmacy 09 9600 - 3
HIGH-PERFORMANCE
COATINGS
3.05 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and
remove daily from site.
B. Clean surfaces immediately of overspray, splatter, and excess material.
C. After coating has cured, clean and replace finish hardware, fixtures, and fittings previously
removed.
3.06 PROTECTION
A. Protect finished work from damage.
3.07 HIGH-PERFORMANCE COATING SCHEDULE
A. H-PT: HIGH GLOSS, WATER BASED EPOXY COATING (INTERMEDIATE DUTY
APPLICATIONS):
1. One finish coat over an intermediate coat and primer.
a. Primer for Gypsum Wallboard: Epoxy applied at spreading rate recommended by
manufacturer.
1) Sherwin-Williams: Promar 200 0 VOC Primer B28W2600.
b. b. Intermediate Coat: Epoxy applied at spreading rate recommended by manufacturer
to achieve a dry film thickness recommended by manufacturer.
1) Sherwin-Williams: 370W211 Waterbased Catalyzed Epoxy.
c. Topcoat: Semigloss epoxy applied at spreading rate recommended by manufacturer
to achieve a dry film thickness recommended by manufacturer and as required for
coverage as determined by Architect.
1) Sherwin-Williams: B70W211 Waterbased Catalyzed Epoxy.
B. H-PT: Semi-Gloss Urethane Enamel Coating over Ferrous and Galvanized Metal:
1. One finish coat over an intermediate coat and primer.
a. Primer: Epoxy applied at spreading rate recommended by manufacturer as sufficient
to fill pores.
1) Sherwin-Williams: 1 Coat Macro-Poxy 646 Direct to Ferrous and Non-Ferrous
Metals, 2 Coats of Hi-Solids Polyurethane. 3 coat total system.
b. Intermediate Coat: Urethane Enamel applied at spreading rate recommended by
manufacturer to achieve a dry film thickness recommended by manufacturer.
1) Sherwin-Williams: Hi-Solids Polyurethane, aliphatic, acrylic polyurethane.
c. Topcoat: Urethane Enamel applied at spreading rate recommended by manufacturer
to achieve a dry film thickness recommended by manufacturer and as required for
coverage as determined by Architect.
1) Sherwin-Williams: Hi-Solids Polyurethane, aliphatic, acrylic polyurethane.
END OF SECTION
19M01
Pure Pharmacy 10 1101 - 1
VISUAL DISPLAY BOARDS
SECTION 10 1101
VISUAL DISPLAY BOARDS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Markerboards and Tackboards.
1.02 RELATED REQUIREMENTS
A.Section 06 1000 - Rough Carpentry: Blocking and supports.
B.Section 09 2116 - Gypsum Board Assemblies: Concealed supports in metal stud walls.
1.03 REFERENCE STANDARDS
A.ANSI A135.4 - American National Standard for Basic Hardboard; 2012.
B.ANSI A208.1 - American National Standard for Particleboard; 2009.
C.ASTM A424/A424M - Standard Specification for Steel, Sheet, for Porcelain Enameling; 2009a.
D.ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide manufacturer's data on markerboard and tackboard.
1.05 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Special Warranty for Porcelain-Enamel Face Sheets: Manufacturer's standard form in which
manufacturer agrees to replace porcelain-enamel face sheets that fail in materials or
workmanship within specified warranty period.
C.Provide for the life of the building warranty for markerboard to include warranty against
discoloration due to cleaning, crazing or cracking, staining, and Surfaces loosing original writing
and erasing qualities.
D.Special Warranty for Tackboards: Manufacturer's standard form in which manufacturer agrees
to replace tackboard material that fail in materials or workmanship within one (1) year
commencing on the date of substantial completion.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Visual Display Boards:
1.Claridge Products and Equipment, Inc; Harrison, Arkansas 72601; 800-434-4610:
www.claridgeproducts.com.
2.Ghent - a GMI company ARIA low profile glassboards; Lebanon, Ohio 45036;
800-543-0550; www.ghent.com/aria
2.02 VISUAL DISPLAY BOARDS
A.Markerboards: Porcelain enamel on steel, laminated to core.
1.Color: As indicated on drawings.
2.Steel Face Sheet Thickness: 24 gage, 0.0239 inch .
3.Core: Particleboard, manufacturer's standard thickness, but not less than 3/8 inch,
laminated to face sheet.
4.Backing: Aluminum foil, laminated to core.
5.Size: As indicated on drawings.
6.Frame: Extruded aluminum, with concealed fasteners.
7.Frame Profile: V
8.Frame Finish: Anodized, natural.
9.Accessories: Provide chalk tray.
19M01
Pure Pharmacy 10 1101 - 2
VISUAL DISPLAY BOARDS
B.Tackboards: Fine-grained, homogeneous natural cork.
1.Cork Thickness: 1/4 inch.
2.Color: As selected from manufacturer's full range.
3.Backing: Hardboard, 1/4 inch thick, laminated to tack surface.
4.Surface Burning Characteristics: Flame spread index of 25, maximum, and smoke
developed index of 450, maximum, when tested in accordance with ASTM E84.
5.Size: As indicated on drawings.
6.Frame: Same type and finish as for markerboard.
C.Glass Markerboards: ____.
1.Size: As indicated on drawings.
2.Frame: No frame.
2.03 MATERIALS
A.Porcelain Enameled Steel Sheet: ASTM A424/A424M, Type I, Commercial Steel, with fired-on
vitreous finish.
B.Hardboard for Cores: ANSI A135.4, Class 1 - Tempered, S2S (smooth two sides).
C.Particleboard: ANSI A208.1; wood chips, set with waterproof resin binder, sanded faces.
D.Foil Backing: Aluminum foil sheet, 0.005 inch thick.
2.04 ACCESSORIES
A.Chalk Tray: Aluminum, manufacturer's standard profile, one piece full length of chalkboard,
molded ends, concealed fasteners, same finish as frame.
B.Mounting Brackets: Concealed.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify that field measurements are as indicated.
B.Verify that internal wall blocking is ready to receive work and positioning dimensions are as
indicated on shop drawings.
3.02 INSTALLATION
A.Install boards in accordance with manufacturer's instructions.
B.Secure units level and plumb.
3.03 CLEANING
A.Clean board surfaces in accordance with manufacturer's instructions.
END OF SECTION
19M01
Pure Pharmacy 10 1400 - 1
SIGNAGE
SECTION 10 1400
SIGNAGE
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Room and door signs.
1.02 REFERENCE STANDARDS
A.36 CFR 1191 - Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and
Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines; current edition.
B.ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.
C.ICC A117.1 - Accessible and Usable Buildings and Facilities; 2009.
1.03 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Manufacturer's printed product literature for each type of sign, indicating sign
styles, font, foreground and background colors, locations, overall dimensions of each sign.
C.Signage Schedule: Provide information sufficient to completely define each sign for fabrication,
including room number, room name, other text to be applied, sign and letter sizes, fonts, and
colors.
1.When room numbers to appear on signs differ from those on drawings, include the
drawing room number on schedule.
2.When content of signs is indicated to be determined later, request such information from
Owner through Architect at least 2 months prior to start of fabrication; upon request,
submit preliminary schedule.
3.Submit for approval by Owner through Architect prior to fabrication.
D.Samples: Submit two samples of each type of sign, of size similar to that required for project,
illustrating sign style, font, and method of attachment.
E.Selection Samples: Where colors are not specified, submit two sets of color selection charts or
chips.
1.04 QUALITY ASSURANCE
A.Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum three years of documented experience.
PART 2 PRODUCTS
2.01 SIGNAGE APPLICATIONS
A.Accessibility Compliance: Signs are required to comply with ADA Standards and ICC A117.1
_______, unless otherwise indicated; in the event of conflicting requirements, comply with the
most comprehensive and specific requirements.
B.Room and Door Signs: Provide a sign for every doorway, whether it has a door or not, not
including corridors, lobbies, and similar open areas.
2.02 SIGN TYPES
A.Flat Signs: Signage media without frame.
1.Edges: Square.
2.Corners: Square.
3.Wall Mounting of One-Sided Signs: Wall mounted with .5" x .5625" stand-off barrels with
.5" x .25" caps and screw/wall anchor fasteners at each corner.
4.Color: As selected by Architect from manufacturer's full range.
B.FABRICATION
1.General: Provide manufacturer's standard signs of configurations indicated.
19M01
Pure Pharmacy 10 1400 - 2
SIGNAGE
a.Lumicore to cut full size panels down to 8"x10" size for signage. Leftover 8"x10"
pieces shall be delivered to owner/end user.
b.Preassemble signs in the shop to greatest extent possible. Disassemble signs only as
necessary for shipping and handling limitations. Clearly mark units for reassembly and
installation, in location not exposed to view after final assembly.
PART 3 EXECUTION
3.01 INSTALLATION
A.Install in accordance with manufacturer's instructions.
B.Install neatly, with horizontal edges level.
C.Locate signs and mount at heights indicated on drawings and in accordance with ADA
Standards and ICC A117.1.
D. Protect from damage until Substantial Completion; repair or replace damaged items.
END OF SECTION
19M01
Pure Pharmacy 10 2601 - 1
WALL AND CORNER GUARDS
SECTION 10 2601
WALL AND CORNER GUARDS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Bumper rails.
B.Corner guards.
C.Vinyl Wall Protection.
1.02 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Indicate physical dimensions, features, anchorage details, and rough-in
measurements.
C.Samples: Submit two sections of wall protection, 6 inch by 6 inch long, illustrating component
design, configuration, color and finish.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Wall and Corner Guards:
1.Construction Specialties, Inc; ______: www.c-sgroup.com/#sle.
2.Koroseal Wall Protection System, Muncy, PA: www.korogard.com
2.02 COMPONENTS
A.Bumper Rails: Factory- or shop-fabricated, with preformed end caps and internal and external
corners:
1.Basis-of-Design Koroseal "Korogaurd C400-Series Crash Rail system, complete with
continuous extruded aluminum retainer, endcaps and corner pieces.
2.Material: High impact vinyl, color as indicated.
3.Mounting: Surface.
B.Corner Guards - Surface Mounted:
1.Material: Type 304 stainless steel, No. 4 finish, _____ gage, 0.0625 inch thick.
2.Width of Wings: 1 1/2 inches.
3.Corner: Radiused.
4.Length: One piece.
C.Stainless-Steel Wall End Guards: Paper-covered, satin-finish, 0.0625-inch (1.6-mm) minimum,
stainless steel sheet corner guards; height as indicated. Provide 90-degree turn, unless
otherwise indicated; and formed edges.
1.Size: 2" Wing by Wall Width.
2.Mounting Method: Countersunk screws with mounting holes 8 inches (203 mm) o.c.
3.Corner Radius: 1/8 inch (3.2 mm).
D.Locations and quantities
1.Quantity - It is the architects/owner's intent to utilize stainless steel corner guards on all
exposed 90 degree outside corners. GC to inform architect of any exposed locations not
depicted on drawings for coordination purposes.
2.Locations - bottom of corner guards shall be mounted directly above wall base.
E.Mounting Brackets and Attachment Hardware: Appropriate to component and substrate.
2.03 VINYL WALL GUARDS ACV-#
A.Rub Strip: Consisting of minimum 0.040-inch- (1.0-mm-) thick, vinyl sheet wall-covering
material.
1.Basis of Design: C/S Group, Inc. Acrovyn panels or Korogard - rub strips
2.Height: 12 inches nominal.
3.Edges: Beveled top and bottom.
19M01
Pure Pharmacy 10 2601 - 2
WALL AND CORNER GUARDS
4.Color and Texture: see finish schedule.
5.Mounting: Surface mounted with adhesive.
6.Locations: All interior walls at height indicated on drawings or verify with Architect.
2.04 FABRICATION
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify that rough openings, concealed blocking, and anchors are correctly sized and located.
3.02 INSTALLATION
A.Install components in accordance with manufacturer's instructions, level and plumb, secured
rigidly in position to wall framing members only.
B.Position top of bumper rail ____ inches from finished floor.
C.Terminate rails ____ inches short of door opening.
END OF SECTION
19M01
Pure Pharmacy 10 2800 - 1
TOILET, BATH, AND LAUNDRY
ACCESSORIES
SECTION 10 2800
TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Commercial toilet accessories.
B.Accessories for toilet rooms and utility rooms.
C.Utility room accessories.
D.Underlavatory guards.
1.02 RELATED REQUIREMENTS
A.Section 09 3000 - Tiling: Ceramic washroom accessories.
1.03 REFERENCE STANDARDS
A.ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.
1.04 ADMINISTRATIVE REQUIREMENTS
A.Coordinate the work with the placement of internal wall reinforcement, concealed ceiling
supports, and reinforcement of toilet partitions to receive anchor attachments.
1.05 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Submit data on accessories describing size, finish, details of function, and
attachment methods.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Basis of Design: See Restrom Accessories Schedule as indicated on drawings.
B.Commercial Toilet, Shower, and Bath Accessories:
1.Bradley Corporation; _____: www.bradleycorp.com/#sle.
2.Georgia-Pacific Professional; _____: www.blue-connect.com/#sle.
C.Underlavatory Guards:
1.Brocar Products, Inc.
2.Truebro, Inc.
D.Provide products of each category type by single manufacturer.
2.02 FINISHES
A.Stainless Steel: Satin finish, unless otherwise noted.
2.03 COMMERCIAL TOILET ACCESSORIES
A.See Restroom Accessories Schedule as indicated on drawings.
2.04 UTILITY ROOM ACCESSORIES
A.Mop and Broom Holder: 0.05 inch thick stainless steel, Type 304, hat-shaped channel.
1.Holders: Three spring-loaded rubber cam holders.
2.Length: 36 inches.
3.Length: Manufacturer's standard length for number of holders.
B.Underlavatory Guard: At all exposed lavatory piping, provide underlavatory guards.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify existing conditions before starting work.
B.Verify exact location of accessories for installation.
19M01
Pure Pharmacy 10 2800 - 2
TOILET, BATH, AND LAUNDRY
ACCESSORIES
C.For electrically-operated accessories, verify that electrical power connections are ready and in
the correct locations.
3.02 INSTALLATION
A.Install accessories in accordance with manufacturers' instructions in locations indicated on
drawings.
B.Install plumb and level, securely and rigidly anchored to substrate.
C.Mounting Heights: As required by accessibility regulations, unless otherwise indicated.
3.03 PROTECTION
A.Protect installed accessories from damage due to subsequent construction operations.
END OF SECTION
19M01
Pure Pharmacy 10 4400 - 1
FIRE PROTECTION
SPECIALTIES
SECTION 10 4400
FIRE PROTECTION SPECIALTIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Fire extinguishers.
B.Fire extinguisher cabinets.
1.02 RELATED REQUIREMENTS
A.Section 06 1000 - Rough Carpentry: Wood blocking product and execution requirements.
1.03 REFERENCE STANDARDS
A.ASTM E814 - Standard Test Method for Fire Tests of Through-Penetration Fire Stops; 2013a.
B.NFPA 10 - Standard for Portable Fire Extinguishers; 2013.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Provide extinguisher operational features and extinguisher ratings and
classifications.
C.Shop Drawings: Indicate locations of cabinets, cabinet physical dimensions, and locations of
individual fire extinquishers.
D.Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.Fire Extinguishers:
1.JL Industries, Inc;Cosmic 5E-3A-40BC: www.jlindustries.com..
B.Fire Extinguisher Cabinets and Accessories:
1.Substitutions: See Section 01 6000 - Product Requirements.
2.02 FIRE EXTINGUISHERS
A.Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable
codes, whichever is more stringent.
B.Multipurpose Dry Chemical Type Fire Extinguishers: Carbon steel tank, with pressure gauge.
1.Class: B:C type.
2.Size: 5 pound.
3.Finish: Baked polyester powder coat, ____ color.
4.Temperature range: Minus 40 degrees F to ___ degrees F.
2.03 FIRE EXTINGUISHER CABINETS
A.Fire Rating: Listed and labeled in accordance with ASTM E814 requirements for fire resistance
rating of walls where being installed.
B.Cabinet Construction: Non-fire rated.
1.Formed primed steel sheet; 0.036 inch thick base metal.
C.Fire Rated Cabinet Construction: One-hour fire rated.
D.Cabinet Configuration: Semi-recessed type.
1.Size to accommodate accessories.
2.Projected Trim: Returned to wall surface, with 1/4 inch projection, and 1 1/4 inch wide
face.
E.Door: 0.036 inch metal thickness, reinforced for flatness and rigidity with nylon catch. Hinge
doors for 180 degree opening with two butt hinge.
19M01
Pure Pharmacy 10 4400 - 2
FIRE PROTECTION
SPECIALTIES
F.Door Glazing: Acrylic plastic, clear, 1/8 inch thick, flat shape and set in resilient channel glazing
gasket.
G.Cabinet Mounting Hardware: Appropriate to cabinet, with pre-drilled holes for placement of
anchors.
H.Weld, fill, and grind components smooth.
I.Finish of Cabinet Exterior Trim and Door: Baked enamel, color as selected.
J.Finish of Cabinet Interior: White colored enamel.
PART 3 EXECUTION
3.01 INSTALLATION
A.Install in accordance with manufacturer's instructions.
B.Install cabinets plumb and level in wall openings, ____ inches from finished floor to inside
bottom of cabinet.
C.Place extinguishers in cabinets.
END OF SECTION
19M01
Pure Pharmacy 10 5617 - 1
WALL MOUNTED STANDARDS
AND SHELVING
SECTION 10 5617
WALL MOUNTED STANDARDS AND SHELVING
PART 2 PRODUCTS
1.01 MATERIALS
A.Fasteners: Screws as recommended by manufacturer for intended application or as otherwise
required by project conditions.
END OF SECTION
19M01
Pure Pharmacy 11 3013 - 1
APPLIANCES
SECTION 11 3013
APPLIANCES
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Appliances as scheduled on drawings.
B.Kitchen appliances.
1.02 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Product Data: Manufacturer's data indicating dimensions, capacity, and operating features of
each piece of residential equipment specified.
C.Copies of Warranties: Submit manufacturer warranty and ensure that forms have been
completed in Owner's name and registered with manufacturer.
1.03 WARRANTY
A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B.Provide five (5) year manufacturer warranty on refrigeration system of refrigerators.
C.Provide ten (10) year manufacturer warranty on magnetron tube of microwave ovens.
PART 2 PRODUCTS
2.01 APPLIANCES AS SCHEDULED ON DRAWINGS
2.02 ACCESSORIES
A.Provide all accessories, utility connections required for a complete installation and ready to use.
PART 3 EXECUTION
3.01 INSTALLATION
A.Install in accordance with manufacturer's instructions.
3.02 CLEANING
A.Remove packing materials from equipment and properly discard.
B.Wash and clean equipment.
END OF SECTION
19M01
Pure Pharmacy 12 3553.23 - 1
SOLID-PLASTIC LABORATORY
CASEWORK
SECTION 12 3553.23
SOLID-PLASTIC LABORATORY CASEWORK
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Laboratory sinks.
B.Laboratory emergency equipment plumbing fixtures.
C.Service fittings and outlets.
1.02 RELATED REQUIREMENTS
A.Section 22 4000 - Plumbing Fixtures: Non-laboratory sinks.
1.03 REFERENCE STANDARDS
A.ANSI Z358.1 - American National Standard for Emergency Eyewash and Shower Equipment;
2009.
B.ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.
C.ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
D.SEFA 3 - Laboratory Work Surfaces; 2010.
1.04 ADMINISTRATIVE REQUIREMENTS
A.Coordination:
1.05 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Shop Drawings: Indicate casework types, sizes, and locations, using large scale plans,
elevations, and cross sections. Include rough-in and anchors and reinforcements placement
dimensions and tolerances, clearances required, and utility locations, if any. Include coordinated
information for laboratory equipment specified in another section and/or furnished by Owner.
C.Test Reports: Independent laboratory reports showing compliance with chemical and physical
resistance requirements for casework finish.
D.Maintenance Data: Manufacturer's recommendations for care and cleaning.
E.Finish touch-up kit for each type and color of materials provided.
PART 2 PRODUCTS
2.01 SINKS
A.Non-laboratory sinks are identified on drawings and are specified in Section 22 4000.
2.02 LABORATORY EMERGENCY EQUIPMENT PLUMBING FIXTURES
A.General: Provide emergency equipment products complying with requirements of ANSI Z358.1.
B.Eyewash/Drench Hose Units: Deck-mounted, dual-purpose units. Designed for use as a fixed
eyewash when unit is left in deck flange, and as a drench hose when removed from deck
flange.
END OF SECTION
19M01
Pure Pharmacy 12 3600 - 1
COUNTERTOPS
SECTION 12 3600
COUNTERTOPS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Countertops for architectural cabinet work.
B.Wall-hung counters and vanity tops.
1.02 RELATED REQUIREMENTS
A.Section 01 7000 - Execution and Closeout Requirements: Cleaning Products.
B.Section 06 4100 - Architectural Wood Casework: Casework and cable management.
C.Section 22 4000 - Plumbing Fixtures: Sinks.
1.03 REFERENCE STANDARDS
A.AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.
B.ISFA 2-01 - Classification and Standards for Solid Surfacing Material; 2013.
C.ISFA 3-01 - Classification and Standards for Quartz Surfacing Material; 2013.
D.MIA (DSDM) - Dimensional Stone Design Manual; VII, 2007.
E.NEMA LD 3 - High-Pressure Decorative Laminates; 2005.
1.04 SUBMITTALS
A.See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.Shop Drawings: Complete details of materials and installation; combine with shop drawings of
cabinets and casework specified in other sections.
C.Verification Samples: For each finish product specified, minimum size 3 inches square,
representing actual product, color, and patterns, including but not limited to edgebanding.
PART 2 PRODUCTS
2.01 COUNTERTOPS
A.Quality Standard: Premium Grade, in accordance with AWI/AWMAC/WI (AWS), unless noted
otherwise.
B.Solid Surfacing Countertops: Solid surfacing sheet or plastic resin casting over continuous
substrate.
1.Flat Sheet Thickness: 1/2 inch, minimum.
2.Solid Surfacing Sheet and Plastic Resin Castings: Complying with ISFA 2-01 and NEMA
LD 3; acrylic or polyester resin, mineral filler, and pigments; homogenous, non-porous and
capable of being worked and repaired using standard woodworking tools; no surface
coating; color and pattern consistent throughout thickness.
a. Finish on Exposed Surfaces: Matte, gloss rating of 5 to 20.
b. Color and Pattern: As indicated on drawings.
3. Other Components Thickness: 1/2 inch, minimum.
4. Back and End Splashes: Same sheet material, square top; minimum 4 inches high.
C. Natural Quartz and Resin Composite Countertops: Sheet or slab of natural quartz and plastic
resin over continuous substrate.
1. Flat Sheet Thickness: 1-1/4 inch, minimum.
2. Natural Quartz and Resin Composite Sheets, Slabs and Castings: Complying with ISFA
3-01 and NEMA LD 3; orthophthalic polyester resin, mineral filler, and pigments;
homogenous, non-porous and capable of being worked and repaired using standard
woodworking tools; no surface coating; color and pattern consistent throughout thickness.
a. Factory fabricate components to the greatest extent practical in sizes and shapes
indicated; comply with the MIA Dimension Stone Design Manual.
b. Finish on Exposed Surfaces: Polished.
19M01
Pure Pharmacy 12 3600 - 2
COUNTERTOPS
3. Other Components Thickness: 3/4 inch, minimum.
4. Back and End Splashes: Same sheet material, square top; minimum 4 inches high.
2.02 MATERIALS
A. Adhesives: Chemical resistant waterproof adhesive as recommended by manufacturer of
materials being joined.
2.03 FABRICATION
A. Fabricate tops and splashes in the largest sections practicable, with top surface of joints flush.
1. Join lengths of tops using best method recommended by manufacturer.
2. Prepare all cutouts accurately to size; replace tops having improperly dimensioned or
unnecessary cutouts or fixture holes.
B. Provide back/end splash wherever counter edge abuts vertical surface unless otherwise
indicated.
1. Secure to countertop with concealed fasteners and with contact surfaces set in waterproof
glue.
2. Height: 4 inches, unless otherwise indicated.
C. Wall-Mounted Counters: Provide skirts, aprons, brackets, and braces as indicated on drawings,
finished to match.
PART 3 EXECUTION
3.01 INSTALLATION
A. Securely attach countertops to cabinets using concealed fasteners. Make flat surfaces level;
shim where required.
B. Seal joint between back/end splashes and vertical surfaces.
3.02 TOLERANCES
A. Variation From Horizontal: 1/8 inch in 10 feet, maximum.
B. Offset From Wall, Countertops: 1/8 inch maximum; 1/16 inch minimum.
C. Field Joints: 1/8 inch wide, maximum.
3.03 CLEANING
A. Clean countertops surfaces thoroughly.
END OF SECTION