CC-13-1051Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 195811
Permit Number: CC -5 -13 -1051
Scheduled Inspection Date: July 25, 2013
Permit Type: Commercial Construction
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: , BARRY UNIVERSITY
Work Classification: Alteration
Job Address: 11300 NE 2 Avenue Flood Hall
Fee
Miami Shores, FL 33138 -0000
Phone Number
Parcel Number 1121360010160 -19
Project: BARRY UNIVERSITY
Contractor: MOSS & ASSOCIATES LLC Phone: (954)668 -9743
Building Department Comments
ALTERATION OF STUDENT RESTROOM IN FLOOD HALL Infractio Passed Comments
INSPECTOR COMMENTS False
July 25, 2013 For Inspections please call: (305)762 -4949 Page 27 of 33
Inspector Comments
Passed
s
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
July 25, 2013 For Inspections please call: (305)762 -4949 Page 27 of 33
T
Miami Shores Village
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 11300 NE 2nd Ave
Permit No,
t R-
MAY 14 2 13
FBC 20 tC)
Master Permit No. C' c' 1 3° l os i
ROOFING
City: Miami Shores County: Miami Dade zip. 33161
Folio/Parcel #: 11- 2136- 000 -0050
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple Titleholder): Barry University
Add, - 11300 NE 2nd Ave
City: Miami Shores
Tenanftzssee Name: Same
Email: bedwards @mail.barry.edu
NO x Flood Zone:
305 -899 -3050
State: Florida Zip: 33161
CONTRACTOR: Company Name: Moss & Associates, LLC
Address: 2101 N. Andrews Avenue, Suite 300
Same
954- 769 -8107
City: Fort Lauderdale State: Florida 4p; 33311
Qualifier Name: Cheryl Lynn Werner Phone #: 954 -410 -5099 cell
State Certification or Registration #: CGC 1506887 Certificate of Competency #:
Contact Phone#: 954 -769 -8107 or 954 -410 -5099 Email Address: swerner @mossemail -Com
DESIGNER: Architect/Engineen Cannon Design - Peter Mendola Phone #: 703- 907 -2364
Value of Work for this Permit: $ 495 550.00 Square/Linear Footage of Work: 1824
Type of Work: ❑Addition ®"A,5lteration ONew ORepair/Replace
Description of Work: Alternations of student suite restrooms in Flood Hall.
Color thru tile:
Submittal Fee $ Permit Fee $ L �• CCF $ CO /CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond
Technology Fee $
TOTAL FEE NOW DUE $
ODemolition
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT:'
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
ftnaturei� e- °"""'" ( �,-'''� Signatur °'
Owner or Agent / ontractor
The foregoing instrument was acknowledged before me this
day of , 20 1-4 , by H#CJ4 V— 6,eir I ,
who is rsonally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My
* * * *4
APPF
The foregoing instrument was acknowledged before a this-'
day of ✓A , 20 �, by v� /hAeO ,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARUBLIC:
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09)
Clerk
Re V (Sl�
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 11300 NE 2nd Ave
Permit No.
JUL I P 13
i
i.
FBC 20 LO
Master Permit No. (C -5 ^l3 —%®5'
ROOFING
City: Miami Shores County: Miami Dade Zip: 33161
Folio/Parcel #. 11- 2136- 000 -0050
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple Titleholder): Barry University
AAA—.- 11300 NE 2nd Ave
City: Miami Shores
Tenant/Lessee Name: Same
Email: bedwards @mail.barry.edu
NO X Flood Zone:
305 -899 -3050
State: Florida Zip: 33161
Dw „ems. Same
CONTRACTOR: Company Name: Moss & Associates, LLC
Address: 2101 N. Andrews Avenue, Suite 300
City: Fort Lauderdale State: Florida Zip; 33311
Qualifier Name: Cheryl Lynn Werner Phone#: 954 -410 -5099 cell
State Certification or Registration #: CGC 1506887 Certificate of Competency #:
Contact Phone #: 954-769 -8107 or 954 -410 -5099 Email Address: swerner @mossemaii.com
DESIGNER: Architect/Engineer: Cannon Design - Peter Mendola Phone#: 703 -907 -2364
Value of Work for this Permit: $ 495,550.00 Square/Linear Footage of Work: 1824
Type of Work: UAddition UAlteration UNew URepair/Replace UDemolition
Description of Work:
r"o 5*0k/ WA /I s
Color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $�
0
-.r
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Owner or Agent
The foregoi instrument was acknowledged befori thi (ACS
day of , 20 �, by C.�?7 ,
i
who iss ne sonally known to me pr who has prod ced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
APPROVED BY
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Signatur
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 43 , by
who is nersonally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
A'.. A
Sign:
Print:
My
MuM. Novanbw M 2o14
n. xOWr,o nom, 09.
Examiner
Structural Review
Zoning
Clerk
07- 24 -'13 06;40 FROM- T -605 P0004/0013 F -759
Jason Ramunno
From:
Jason Ramunno
Sent:
Friday, June 28, 2013 8:58 AM
To:
Mendola, Peter
Cc: Ric Dykstra; Michael Munson; Clay Coolman; Michael Munson
Subject: Flood ADA
As discussed earlier, see below. Call us back to discuss
608.7 Thresholds. Thresholds in roll -in type shower compartments shall be 42 inch (13 mm) high maximum
in accordance with 303. In transfer type shower compartments, thresholds ,/2 inch (13 mm) high
maximum shall be beveled, rounded, or vertical.
EXCEPTION, A threshold 2 inches (51 mm) high maximum shall be permitted in transfer type shower
compartments inexisting facilities where provision of a ib inch (13 mm) high threshold would disturb the
structural reinforcement of the floor slab.
608.8 Shower Enclosures. Enclosures for shower compartments shall not obstruct controls, faucets,
and shower spray units or obstruct transfer from wheelchairs onto shower seats.
Jason Ramunno
Assistant Superintendent I Mass & Aaseciates
m 954- 668- 97431f 954- 769 -8108
2I01 N Andrews Ave., Suite 300 Fort Lauderdale, FL 33311
7/23/2413
Miami shores Village
( -- -- - Building Department
1 10050 N.E.2nd Avenue
,SUN Miami Shores, Florida 33138
Tel: (305) 795.2204
- A Fax: (305) 756.8972
RE: Responses to Building Permit Comments
Permit No: C( -1 ,3-1 of
Job Name: Barry University- Flood Hal
June 5, 2013
Building Critique
�I) Provide DERM /RER approval
Drawings have been submitted and approved by MDC.
Provide Miami Dade County Fire approval
• Drawings have been submitted and approved by MDC.
The demolition plan is too small. Provide plans at a convenient scale.
• 1/4 scale enlarged plans to be provided on D0102 (new sheet)
4) Permit application must include new work in 2 suites.
• Moss to revise permit application.
/5) The details on sheet A0101 reference bathroom A, B and D but the plans do not indicate
this lettering of the rooms. Please re -label properly.
• A, B and D represent interior elevation title only. Please refer to the
numerical call out, associated which each interior elevation, which refers
back to the plan call out.
Identify the fire rated partitions and the tested assembly to be used in the construction.
• Per the current scope, demising walls between units are to remain intact
and maintain the fire rating provided by the existing construction. No new
fire rated partitions are required. During construction, the G.C. should
inspect the affected walls based on General Note 6 and 9. If found that the
demising walls are in need of replacement a revision will be made to
Incorporate new fire rated partitions.
7) The plans reference a fire alarm permit to be submitted concurrent with this permit.
Submit a fire alarm permit.
• There will not be a fire alarm permit submitted with this package. Please
see revised sheet A0101 that has removed the comment.
*Note: remove architectural specifications from submittal or comply with them.
• Moss to comply.
(Drawing Revision Descriptions are listed below.)
Drawinq Revision Descriptions
G0100 — Updated Sheet Index
130101 — Enlarged plan call outs added.
D0102 —1/4 scale enlarged plans provided. New Sheet.
A0101 —Chase walls in ADA unit and bathroom have been removed to provide more closet and
counter space. ABH 9000 Heavy Duty Holder and Stop (Cut -Sheet attached document) shall be
surfaced mounted and set to 90 degrees on doors 1A, 1 B, 2A, 2B of ADA bathrooms.
A0102 —RCP's updated to reflect changes on A0101.
2
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
(NAME)
Contractor
• Owner
• Architect
Address:
From the building department on this date in
to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to
Miami Shores Village Building Department to continue permitting process.
Acknowledged by:
gnature)
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
=11 I
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
May 20, 2013
Permit No: DGT13 -1045
Building Critique Review
1) Provide DERM /RER approval.
2) Provide Miami Dade County Fire approval.
3) The demolition plan is too small. Provide plans at a convenient scale.
4) Permit application must include new work in 2 suites.
5) The details on sheet A0101 reference bathroom A, B, and D but the plans
do not indicate this lettering of the rooms. Please re -label properly.
6) Identify the fire rated partitions and the tested assembly to be used in the
construction.
7) The plans reference a fire alarm permit to be submitted concurrent with
this permit. Submit a fire alarm permit.
Note: Remove architectural specifications from submittal or comply with
them.
Norman Bruhn CBO
305 - 762 -4859
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
Miami shores V
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
May 31, 2013
Permit No: CC13 -1051
Plumbing Critigue
Provide DERM approval.
Rafael Hernandez
Chief Plumbing Inspector
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Date: 5 -2Q -I3
Permit No: CC %3- / ®,S I
F,3C® ICS , i
(---- 'zlj ,
Plumbing Critlaue
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
CC-13 /0,57
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
WERNER, CHERYL LYNN
MOSS & ASSOCIATES LLC
2101 NORTH ANDREWS AVENUE 300
WILTON MANORS FL 33311
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COTT'-� KEN LAWSON
SECRETARY
GOVERNOR V''
'stATE 0
Congratulations! With this license you become one of the nearly one million
DEPAR1
Floridians licensed by the Department of Business and Professional Regulation.
PROVE
Our professionals and businesses range from architects to yacht brokers, from
boxers to barbeque restaurants, and they keep Florida's economy strong.
CGC150688.
Every day we work to improve the way we do business in order to serve you better
For information about our services, please tog onto www.myfloridalicense.com.
C19RT-1kilw�;
There you can find more information about our divisions and the regulations that
MMNER'�
Impact you, subscribe to department newsletters and learn more about the
�XOSS_a 221
Departments initiatives.
Our mission at the Department is: License Efficlently, Regulate Fairly. We
constantly strive to serve you better so that you can serve your customers.
ls:=CERTIFzzi
Thank you for doing business in Florida, and congratulations on your new license!
DETACH HERE
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COTT'-� KEN LAWSON
SECRETARY
GOVERNOR V''
CC 13
MIAMI -DADE COUNTY 2012 LOCAL BUSINESS TAX RECEIPT 2013
TAX COLLECTOR MIAMI -DADE COUNTY - STATE OF FLORIDA
140 W. FLAGLER ST. EXPIRES SEPT. 30, 2013
1 st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS
MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER 8A - ART. S & 10
THIS IS NOT A BILL — DO NOT PAY
595524 -1
BUSINESS NAME C LOCATION
MOSS & ASSOCIATES LLC
2937 SW 27 AVE
33133 MIAMI
OWNER
MOSS & ASSOCIATES LLC
Sea. Type of Business
213 SERVICE BUSINESS
IT EXEMPT THE
FROM ANY OTHER
OR LICENSE
.D BY LAW. THIS IS
PAYMENT RECEIVED
MIAMI -DADE COUNTY TAX
COLLECTOR:
07/20/2012
09010169001
000045.00
SEE OTHER SIDE
FIRST -CLASS
U.S. POSTAGE
PAID
MIAMI, FL
PERMIT NO. 231
RENEWAL
RECEIPT NO, 621251-8
EMPLOYEE/'S
2
MOSS & ASSOCIATES LLC
BOB L MOSS
2937 SW 27 AVE
MIAMI FL 33133
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FLOOD HALL
Architectural Specifications
May 10, 2013
CMNONDESIGN
Architects
BARRY UNIVERSITY May 10, 2013
Flood Hall
SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes interior architectural woodwork items indicated on Drawings and specified
in this Section.
1.2 DEFINITIONS
A. Interior Architectural Woodwork: Includes wood furring, blocking, shims, and hanging strips for
installing woodwork items unless concealed within other construction before woodwork
installation and includes items referred to as "millwork."
1.3 SUBMITTALS
A. Product Data: Submit complete printed data for each type of product indicated, including
* cabinet hardware and accessories and finishing materials and processes.
1. Include data for fire - retardant treatment (if any) from chemical treatment manufacturer
and certification by treating plant that treated materials comply with requirements.
B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large -scale
details, attachment devices, and other components.
1. Show large scale details.
2. Show locations and sizes of furring, blocking, and hanging strips, including concealed
blocking and reinforcement specified in other Sections.
3. Show locations and sizes of cutouts and holes for plumbing fixtures and other items
installed in architectural woodwork.
4. Show veneer leaves with dimensions, grain direction, exposed face, and identification
numbers indicating the flitch and sequence within the flitch for each leaf.
C. Samples for Verification:
1.
Lumber with or for transparent finish, not less than 50 sq. in. (300 sq. cm), for each
species and cut, finished on 1 side and 1 edge.
2.
Veneer leaves representative of and selected from flitches to be used for
transparent- finished woodwork.
3.
Veneer -faced panel products with or for transparent finish, 8 by 10 inches (200 by 250
mm), for each species and cut. Include at least one face - veneer seam and finish as
4.
specified.
Lumber and panel products with shop - applied opaque finish, 50 sq. in. (300 sq. cm) for
lumber and 8 by 10 inches (200 by 250 mm) for panels, for each finish system and color,
with 1/2 of exposed surface finished.
5.
Plastic laminates, 8 by 10 inches (200 by 250 mm), for each type, color, pattern, and
surface finish[, with 1 sample applied to core material and specified edge material applied
to 1 edge.
6.
Solid- surfacing materials, 6 inches (150 mm) square.
7.
Comer pieces as follows:
w
INTERIOR ARCHITECTURAL WOODWORK 064023-1
BARRY UNIVERSITY
Flood Hall
May 10, 2013
a. Cabinet -front frame joints between stiles and rails, as well as exposed end pieces,
18 inches (450 mm) high by 18 inches (450 mm) wide by 6 inches (150 mm) deep.
b. Miter joints for standing trim.
8. Exposed cabinet hardware and accessories, one unit for each type and finish.
D. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program
certificates.
E. Qualification Data: For fabricator.
1.4 QUALITY ASSURANCE
A. Fabricator Qualifications: Shop that employs skilled workers who custom - fabricate products
similar to those required for this Project and whose products have a record of successful
in- service performance.
B. Installer Qualifications: Fabricator of products.
C. Source Limitations: Engage a qualified woodworking firm to assume undivided responsibility
for production of interior architectural woodwork with sequence - matched wood veneers and
transparent- finished wood doors that are required to be of same species as woodwork.
D. Quality Standard: Unless otherwise indicated, comply with "Architectural Woodwork
Standards" for grades of interior architectural woodwork indicated for construction, finishes,
installation, and other requirements.
E. Fire -Test- Response Characteristics: Where fire - retardant materials or products are indicated,
provide materials and products with specked fire -test- response characteristics as determined
by testing identical products per test method indicated by UL, ITS, or another testing and
inspecting agency acceptable to authorities having jurisdiction. Identify with appropriate
markings of applicable testing and inspecting agency in the form of separable paper label or,
where required by authorities having jurisdiction, imprint on surfaces of materials that will be
concealed from view after installation.
F. Mockups: Build mockups to verify selections made under sample submittals and to
demonstrate aesthetic effects and set quality standards for materials and execution.
Approved mockups may become part of the completed Work if undisturbed at time of
Substantial Completion.
G. Preinstallation Conference: Conduct conference at Project site to comply with requirements in
Division 01 Section "Project Management and Coordination."
.r
INTERIOR ARCHITECTURAL WOODWORK 064023-2
BARRY UNIVERSITY May 10, 2013
Flood Hall
1.5 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver woodwork until painting and similar operations that could damage woodwork
have been completed in installation areas. If woodwork must be stored in other than
installation areas, store only in areas where environmental conditions comply with requirements
specified in "Project Conditions" Article.
1.6 PROJECT CONDITIONS
A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet
work is complete, and HVAC system is operating and maintaining temperature and relative
humidity at occupancy levels during the remainder of the construction period.
B. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet
work is complete, and HVAC system is operating and maintaining temperature between 60 and
90 deg F (16 and 32 deg C) and relative humidity between 25 and 55 percent during the
remainder of the construction period.
C. Field Measurements: Where woodwork is indicated to fit to other construction, verify
dimensions of other construction by field measurements before fabrication, and indicate
y measurements on Shop Drawings. Coordinate fabrication schedule with construction progress
to avoid delaying the Work.
1. Locate concealed framing, blocking, and reinforcements that support woodwork by field
measurements before being enclosed, and indicate measurements on Shop Drawings.
2. Established Dimensions: Where field measurements cannot be made without delaying
the Work, establish dimensions and proceed with fabricating woodwork without field
measurements. Provide allowance for trimming at site, and coordinate construction to
ensure that actual dimensions correspond to established dimensions.
1.7 COORDINATION
A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related
units of Work specified in other Sections to ensure that interior architectural woodwork can be
supported and installed as indicated.
PART 2- PRODUCTS
2.1 MATERIALS
A. General: Provide materials that comply with requirements of quality standard for each type of
woodwork and quality grade specified, unless otherwise indicated.
B. Wood Products: Provide materials that comply with requirements of referenced quality
standard for each type of woodwork and quality grade specified unless otherwise indicated.
1. Do not use plain -sawn softwood lumber with exposed, flat surfaces more than 3 inches
(75 mm) wide.
2. Wood Moisture Content: 5 to 10 percent.
INTERIOR ARCHITECTURAL WOODWORK 064023-3
BARRY UNIVERSITY May 10, 2013
Flood Hall
C. High- Pressure Decorative Laminate: NEMA LD 3, grades as indicated or, if not indicated, as
required by woodwork quality standard.
1. Basis -of- Design Products: Subject to compliance with requirements, provide products
indicated in Finish Schedule or Finish Legend on Drawings.
2. Basis of Design Manufacturer:
a. Nevamar
D. Solid - Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with
ISSFA -2.
1. Basis -of- Design Products: Subject to compliance with requirements, provide products
indicated in Finish Schedule or Finish Legend on Drawings.
2. Basis of Design Manufacturers:
a. DuPont (Corian).
b. Stonexchange.
2.2 FIRE - RETARDANT - TREATED MATERIALS
A. General: Where fire - retardant- treated materials are indicated, use materials complying with
requirements in this Article that are acceptable to authorities having jurisdiction, and with
fire -test- response characteristics specified.
1. Do not use treated materials that do not comply with requirements of referenced ,.
woodworking standard or that are warped, discolored, or otherwise defective.
2. Use fire- retardant - treatment formulations that do not bleed through or otherwise
adversely affect finishes. Do not use colorants to distinguish treated materials from
untreated materials.
3. Identify fire- retardant - treated materials with appropriate classification marking of UL, U.S.
Testing, Timber Products Inspection, or another testing and inspecting agency
acceptable to authorities having jurisdiction.
B. Fire - Retardant- Treated Lumber and Plywood by Pressure Process: Comply with performance
requirements of AWPA C20 (lumber) and AWPA C27 (plywood). Use the following treatment
type:
1. Exterior Type: Organic- resin -based formulation thermally set in wood by kiln drying.
2. Interior Type A: Low - hygroscopic formulation.
3. Mill lumber after treatment within limits set for wood removal that do not affect listed
fire -test- response characteristics, using a woodworking plant certified by testing and
inspecting agency.
4. Kiln -dry materials before and after treatment to levels required for untreated materials.
C. Fire - Retardant Particleboard: Panels complying with the following requirements, made from
softwood particles and fire- retardant chemicals mixed together at time of panel manufacture to
achieve flame - spread index of 25 or less and smoke - developed index of 25 or less per ASTM E
84.
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1. For panels 3/4 inch (19 mm) thick and less, comply with ANSI A208.1 for Grade M -2
except for the following minimum properties: modulus of rupture, 1600 psi (11 MPa);
modulus of elasticity, 300,000 psi (2070 MPa); internal bond, 80 psi (550 kPa); and
screw-holding capacity on face and edge, 250 and 225 Ibf (1100 and 1000 N),
respectively.
2. For panels 13/16 to 1 -1/4 inches (20 to 32 mm) thick, comply with ANSI A208.1 for Grade
M -1 except for the following minimum properties: modulus of rupture, 1300 psi (9 MPa);
modulus of elasticity, 250,000 psi (1720 MPa); linear expansion, 0.50 percent; and
screw - holding capacity on face and edge, 250 and 175 Ibf (1100 and 780 N),
respectively.
3. Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a. Flakeboard Company Limited; Duraflake FR.
b. SierraPine; Encore FR.
2.3 CABINET HARDWARE AND ACCESSORIES
A. General: Provide cabinet hardware and accessory materials associated with architectural
cabinets."
B. Butt Hinges: 2 -3/4 -inch (70 -mm), 5- knuckle steel hinges made from 0.095 -inch- (2.4 -mm -)
thick metal, and as follows:
1. Semiconcealed Hinges for Flush Doors: BHMA A156.9, B01361.
2. Semiconcealed Hinges for Overlay Doors: BHMA A156.9, B01521, equivalent to No.
1592 -4 Interleaf Casework Hinge by Stanley Hardware, or approved equal.
C. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602,170 degrees of
opening, self - closing, equivalent to the following:
1. Blumm No. 716580 with Plate 173H9100
2. Grass No. 3903VZ with mounting plate 10761
3. Hafele No. 329.07.654 with plate
D. Wire Pulls: Back mounted, BHMA A156.9, 802011 as selected by the Architect.:
E. Catches: Magnetic catches, BHMA A156.9, 803141, Grade 1, with clear anodized aluminum
case and impregnated floating rubber magnet, zinc plated strike, slotted screw holes in case
and off - center hole in strike, equivalent to No. SP41 or SP45 by Stanley Hardware, or approved
equal.
F. Adjustable Shelf Standards and Supports:
1. BHMA A156.9, B04071; with shelf rests, B04081 for end - mounted cabinet shelving,
equivalent to No. 255 -256 by Knape and Vogt Manufacturing Co.
G. Shelf Rests: BHMA A156.9, 804013; metal or metal, two-pin type with shelf hold -down clip.
H. Counter Support Brackets: 6063 T67" shaped extruded aluminum bracket with MIG
welding across 45- degree miters and back.
1. Load Capacity: 450 pounds per bracket minimum.
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2. Finish: Custom powder coat finish as selected by Architect from manufacturer's full
range.
3. Product: "Rakks Counter Support Bracket' by the Rangine Corporation.
Drawer Slides: BHMA A156.9, 805111; Side - mounted, full- extension, all ball bearing
zinc - plated steel drawer slides with hold -in detent, rated for indicated loads, and equivalent to
the following:
1. Drawers 6- inches (152mm) or less in depth and up to 16- inches (406mm) in width:
a. Model 3832SC, 100 lb./pr. (45kg) load rating, telescoping, self - closing movement,
by Accuride International, or approved equal.
2. Drawers 6- inches (152 mm) or less in depth and up to 24- inches (610 mm) in width:
a. Model 7432, 100 lb./pr. (45kg) load rating, progressive movement, by Accuride
International, or approved equal.
3. Drawers over 6- inches (152mm) in depth and up to 42- inches (1067mm) in width:
a. Model 3640, 2001b. /pr. (90 kg) load rating, sequential movement, by Accuride
International, or approved equal.
J. Door and Drawer Locks:
1. Door and Drawer Locks: Multi- function pin tumbler cam locks suitable for specific
project applications. All brass construction with 26D -Dull Chrome finish, equivalent to
"No. C8103 by National Lock Co.," or approved equal. Provide two stamped brass keys
per lock. Locks to be capable of 850 key changes.
2. All locks shall be keyed alike within each room and masterkeyed, including locks on
under - counter refrigerators. Locks on inner and outer doors of narcotics cabinets shall be
keyed separately.
K. Grommets for Cable Passage through Countertops: 1 -1/4 -inch (32 -mm) OD,match countertop,
molded - plastic grommets and matching plastic caps with slot for wire passage.
Product: Subject to compliance with requirements, provide "OG Series" by Doug
Mockett & Company, Inc.
L. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA
A156.18 for BHMA finish number indicated.
M. For concealed hardware, provide manufacturer's standard finish that complies with product
class requirements in BHMA A156.9, unless otherwise indicated
2.4 MISCELLANEOUS MATERIALS
A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less
than 15 percent moisture content.
B. Furring, Blocking, Shims, and Hanging Strips: Fire - retardant- treated softwood lumber, kiln
dried to less than 15 percent moisture content.
C. Anchors: Select material, type, size, and finish required for each substrate for secure
anchorage. Provide nonferrous -metal or hot -dip galvanized anchors and inserts on inside face
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of exterior walls and elsewhere as required for corrosion resistance. Provide toothed -steel or
lead expansion sleeves for drilled -in -place anchors.
D. Adhesives, General: Do not use adhesives that contain urea formaldehyde.
E. Adhesive for Bonding Plastic Laminate: Manufacturer's standard adhesive.
2.5 FABRICATION, GENERAL
A. Sand fire - retardant- treated wood lightly to remove raised grain on exposed surfaces before
fabrication.
B. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius
indicated for the following:
1. Comers of Cabinets and Edges of Solid -Wood (Lumber) Members and Rails: 1/16 inch
(1.5 mm).
C. Complete fabrication, including assembly, finishing, and hardware application, to maximum
extent possible before shipment to Project site. Disassemble components only as necessary
for shipment and installation. Where necessary for fitting at site, provide ample allowance for
scribing, trimming, and fitting.
1. Notify Architect seven days in advance of the dates and times woodwork fabrication will
be complete.
2. Trial fit assemblies at fabrication shop that cannot be shipped completely assembled.
Install dowels, screws, bolted connectors, and other fastening devices that can be
removed after trial fitting. Verify that various parts fit as intended and check
measurements of assemblies against field measurements indicated on Shop Drawings
before disassembling for shipment.
D. Shop -cut openings to maximum extent possible to receive hardware, appliances, plumbing
fixtures, electrical work, and similar items. Locate openings accurately and use templates or
roughing -in diagrams to produce accurately sized and shaped openings. Sand edges of
cutouts to remove splinters and burrs.
1. Seal edges of openings in countertops with a coat of varnish.
E. Install glass to comply with applicable requirements in Division 08 Section "Glazing" and in
GANA's "Glazing Manual." For glass in wood frames, secure glass with removable stops.
2.6 INTERIOR STANDING AND RUNNING TRIM FOR TRANSPARENT FINISH
A. Grade: Custom.
B. Wood Species and Cut: Match species and cut indicated for other types of
transparent- finished architectural woodwork located in same area of building, unless otherwise
indicated.
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r
C. For trim items other than base wider than available lumber, use veneered construction. Do not
glue for width.
1. For veneered base, use hardwood lumber core, glued for width.
D. For base wider than available lumber, glue for width. Do not use veneered construction.
E. For rails thicker than available lumber, use veneered construction. Do not glue for thickness.
F. Backout or groove backs of flat trim members and kerf backs of other wide, flat members,
except for members with ends exposed in finished work.
G. Assemble casings in plant except where limitations of access to place of installation require field
assembly.
H. Assemble moldings in plant to maximum extent possible. Miter comers in plant and prepare for
field assembly with bolted fittings designed to pull connections together.
2.7 INTERIOR STANDING AND RUNNING TRIM FOR OPAQUE FINISH
A. Grade: Custom.
B. Wood Species: Any closed -grain hardwood.
C. Backout or groove backs of flat trim members and kerf backs of other wide, flat members,
except for members with ends exposed in finished work.
D. Assemble casings in plant except where limitations of access to place of installation require field
assembly.
E. Assemble moldings in plant to maximum extent possible. Miter comers in plant and prepare for
field assembly with bolted fittings designed to pull connections together.
2.8 INTERIOR ORNAMENTAL WORK FOR TRANSPARENT FINISH
A. Grade: Custom.
B. Wood Species and Cut: Match species and cut indicated for other types of
transparent- finished architectural woodwork located in same area of building unless otherwise
indicated.
2.9 INTERIOR ORNAMENTAL WORK FOR OPAQUE FINISH
A. Grade: Custom.
B. Wood Species: Any closed -grain hardwood.
2.10 WOOD- VENEER -FACED ARCHITECTURAL CABINETS
A. Grade: Custom.
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B. Cabinet and Door and Drawer Front Interface Style: As indicated on Drawings.
2.11 PLASTIC - LAMINATE -FACED ARCHITECTURAL CABINETS
A. Grade: Custom.
B. Cabinet, Door, and Drawer Front Interface Style: As indicated on Drawings.
C. Laminate Cladding for Exposed Surfaces: High - pressure decorative laminate complying with
the following requirements:
1. Horizontal Surfaces Other Than Tops: Grade HGS.
2. Postformed Surfaces: Grade HGP.
3. Vertical Surfaces: Grade HGL.
4. Edges: Grade HGS.
D. Materials for Semi - Exposed Surfaces:
1. Surfaces Other Than Drawer Bodies: High - pressure decorative laminate, Grade VGS
a. Edges of Plastic- Laminate Shelves: hot melt, PVC tape, 0.018 -inch (0.460 -mm)
minimum thickness, matching laminate in color, pattern, and finish.
b. For semi - exposed backs of panels with exposed plastic - laminate surfaces, provide
surface of high - pressure decorative laminate, Grade VGS.
2. Drawer Sides and Backs: Solid- hardwood lumber or Thermoset decorative panels.
3. Drawer Bottoms: Hardwood plywood or Thermoset decorative panels.
E. Concealed Backs of Panels with Exposed Plastic Laminate Surfaces (If required):
High - pressure decorative laminate, Grade BKL.
F. Colors, Patterns, and Finishes: Provide materials and products that result in colors and
textures of exposed laminate surfaces complying with the following requirements:
1. As indicated by laminate manufacturer's designations. Refer to Finish Schedule for more
information.
G. Provide dust panels of 1/4 -inch (6.4 -mm) plywood or tempered hardboard above compartments
and drawers, unless located directly under tops.
2.12 PLASTIC - LAMINATE COUNTERTOPS
A. Grade: Custom.
B. High- Pressure Decorative Laminate Grade: HGS for flat countertops and HGP for postformed
countertops.
C. Grain Direction: Parallel to cabinet fronts.
D. Edge Treatment: Same as laminate cladding on horizontal surfaces.
E. Core Material: Marine -grade plywood.
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F. Backer Sheet: Provide plastic - laminate backer sheet, Grade BKL, on underside of countertop
substrate as balancing sheet.
G. Additional Requirements:
1. Provide plastic - laminate sheet stock of longest manufacturer's lengths available to
minimize joints.
2. Transverse joints are not permitted within 24- inches (609.6 mm) of counter sinks.
3. Scribe backsplashes to wall for tight fit.
4. Outside comers of all countertops to have a 2 -inch (50.8 mm) radius.
2.13 SOLID - SURFACING - MATERIAL COUNTERTOPS
A. Grade: Custom.
B. Solid- Surfacing - Material Thickness: Minimum 1/2 inch (13 mm).
C. Fabricate tops in one piece, unless otherwise indicated. Comply with solid - surfacing- material
manufacturer's written recommendations for adhesives, sealers, fabrication, and finishing.
1. Fabricate tops with shop - applied edges of materials and configuration indicated.
2. Fabricate tops with shop - applied backsplashes.
D. Drill holes in countertops for fittings in shop.
2.14 CLOSET AND UTILITY SHELVING
A. Grade: Custom.
B. Shelf Material: 3/4 -inch (19 -mm) solid lumber.
C. Cleats: 3/4 -inch (19 -mm) solid lumber.
2.15 SHOP FINISHING
A. General: Finish architectural woodwork at fabrication shop as specified in this Section. Defer
only final touchup, cleaning, and polishing until after installation.
B. Preparation for Finishing: Comply with referenced quality standard for sanding, filling
countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing
architectural woodwork, as applicable to each unit of work.
1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to
concealed surfaces of woodwork. Apply two coats to back of paneling and to end -grain
surfaces. Concealed surfaces of plastic - laminate -clad woodwork do not require
backpriming when surfaced with plastic laminate, backing paper, or thermoset decorative
panels.
C. Transparent Finish:
1. Grade: Custom. Refer to Division 09 Section "Staining and Transparent Finishing ".
D. Opaque Finish:
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1. Grade: Premium. Refer to Division 09 Section 'Interior Painting ".
PART 3 - EXECUTION
3.1 PREPARATION
A. Before installation, condition woodwork to average prevailing humidity conditions in installation
areas.
B. Before installing architectural woodwork, examine shop - fabricated work for completion and
complete work as required, including removal of packing and backpriming.
3.2 INSTALLATION
A. Grade: Install woodwork to comply with requirements for the same grade specified in Part 2 for
fabrication of type of woodwork involved.
B. Assemble woodwork and complete fabrication at Project site to comply with requirements for
fabrication in Part 2, to extent that it was not completed in the shop.
C. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims.
Install level and plumb (including tops) to a tolerance of 118 inch in 96 inches (3 mm in 2400
mm).
D. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish
at cuts.
E. Fire - Retardant- Treated Wood: Handle, store, and install fire- retardant- treated wood to comply
with chemical treatment manufacturer's written instructions, including those for adhesives used
to install woodwork.
F. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with
countersunk, concealed fasteners and blind nailing as required for complete installation. Use
fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with
woodwork and matching final finish if transparent finish is indicated.
G. Standing and Running Trim: Install with minimum number of joints possible, using full- length
pieces (from maximum length of lumber available) to greatest extent possible. Do not use
pieces less than 60 inches (1500 mm) long, except where shorter single - length pieces are
necessary. Scarf running joints and stagger in adjacent and related members.
1. Fill gaps, if any, between top of base and wall with plastic wood filler, sand smooth, and
finish same as wood base if finished.
2. Install wall railings on indicated metal brackets securely fastened to wall framing.
3. Install standing and running trim with no more variation from a straight line than 1/8 inch
in 96 inches (3 mm in 2400 mm).
H. 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. Complete installation of hardware and accessory items as indicated.
1. Install cabinets with no more than 1/8 inch in 96 -inch (3 mm in 2400 -mm) sag, bow, or
other variation from a straight line.
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2. Maintain veneer sequence matching of cabinets with transparent finish.
3. Fasten wall cabinets through back, near top and bottom, at ends and not more than 16
inches (400 mm) o.c. with No. 10 wafer -head screws sized for 1 -inch (25 -mm)
penetration into wood framing, blocking, or hanging strips.
Countertops: Anchor securely by screwing through comer blocks of base cabinets or other
supports into underside of countertop.
1. Align adjacent solid- surfacing - material countertops and form seams to comply with
manufacturer's written recommendations using adhesive in color to match countertop.
Carefully dress joints smooth, remove surface scratches, and clean entire surface.
2. Install countertops with no more than 1/8 inch in 96 -inch (3 mm in 2400 -mm) sag, bow, or
other variation from a straight line.
3. Secure backsplashes to tops with concealed metal brackets at 16 inches (400 mm) o.c..
4. Calk space between backsplash and wall with sealant specified in Division 07 Section
"Joint Sealants."
Touch up finishing work specified in this Section after installation of woodwork. Fill nail holes
with matching filler where exposed.
3.3 ADJUSTING AND CLEANING
A. Repair damaged and defective woodwork, where possible, to eliminate functional and visual
defects; where not possible to repair, replace woodwork. Adjust joinery for uniform
appearance.
B. Clean, lubricate, and adjust hardware.
C. Clean woodwork on exposed and semi - exposed surfaces. Touch up shop - applied finishes to
restore damaged or soiled areas.
END OF SECTION 064023
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SECTION 092216 - NON - STRUCTURAL METAL FRAMING
PART 1 - GENERAL
1.1 SUMMARY
May 10, 2013
A. This Section includes non -load- bearing steel framing members for the following applications:
1. Interior framing systems (e.g., supports for partition walls, framed soffits, furring, etc.).
2. Interior suspension systems (e.g., supports for ceilings, suspended soffits, etc.).
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
PART 2 - PRODUCTS
2.1 DESCRIPTION
A. Fire -Test- Response Characteristics: For fire - resistance -rated assemblies that incorporate
non -load- bearing steel framing, provide materials and construction identical to those tested in
assembly indicated according to ASTM E 119 by an independent testing agency.
B. Framing Members, General: Comply with ASTM C 754 for conditions indicated.
1. Design Values:
a. Deflection Limit:
1) U240 unless otherwise noted.
2) U360 at tile backing panels, and elsewhere as indicated.
b. Lateral Pressure:
1) 5.0 psf (240 Pa) unless otherwise noted.
2) 7.5 psf (360 Pa) at all shaft enclosures penetrating one or more floors,
elevator enclosures, pressurized plenums, entrance lobbies and vestibules
with automatic entrances; and elsewhere as noted.
3) 10 psf (480 Pa) at stair enclosures.
2. Steel Sheet Components: Comply with ASTM C 645 requirements for metal, unless
otherwise indicated.
3. Protective Coating: ASTM A 653/A 653M, G60, hot -dip galvanized, unless otherwise
indicated.
2.2 SUSPENSION SYSTEM COMPONENTS
A. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625 -inch- diameter wire,
or double strand of 0.0475 -inch- diameter wire.
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B. Hanger Attachments to Concrete:
May 10, 2013
Anchors: Fabricated from corrosion- resistant materials with holes or loops for attaching
wire hangers and capable of sustaining, without failure, a load equal to 5 times that
imposed by construction as determined by testing according to ASTM E 488 by an
independent testing agency.
a. Type: Cast -in -place anchor, designed for attachment to concrete forms.
2. Powder - Actuated Fasteners: Suitable for application indicated, fabricated from
corrosion- resistant materials with clips or other devices for attaching hangers of type
indicated, and capable of sustaining, without failure, a load equal to 10 times that
imposed by construction as determined by testing according to ASTM E 1190 by an
independent testing agency.
C. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.162 -inch diameter.
D. Flat Hangers: Steel sheet, 1 by 3/16 inch by length indicated, unless otherwise indicated.
E. Carrying Channels: Cold- rolled, commercial -steel sheet with a base -metal thickness of 0.0538
inch and minimum 1/2- inch - wide flanges.
F. Furring Channels (Furring Members):
1. Cold - Rolled Channels: 0.0538 -inch bare -steel thickness, with minimum 1/2- inch - wide
flanges, 3/4 inch deep.
2. Steel Studs: ASTM C 645.
3. Hat - Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep.
4. Resilient Furring Channels: 1/2 -inch- deep members designed to reduce sound
transmission.
G. Grid Suspension System for Ceilings: ASTM C 645, direct -hung system composed of main
beams and cross - furring members that interlock.
Products: Subject to compliance with requirements, provide the following:
a. Armstrong World Industries, Inc.; Drywall Grid Systems.
2.3 STEEL FRAMING FOR FRAMED ASSEMBLIES
A. Steel Studs and Runners: ASTM C 645.
B. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with
movement of the structure while maintaining continuity of fire - resistance -rated assembly
indicated; in thickness not less than indicated for studs and in width to accommodate depth of
studs.
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C. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width
indicated.
D. Metal Back -up Plates: Minimum thickness of 0.0538 inch galvanized steel plates of sizes and
configurations detailed, or if not detailed, as required to accommodate the wall hung casework,
millwork, railings or other items mounted to metal stud and wallboard walls and partitions.
1. Provide plates designed, and certified, to support an imposed load of 250 lbs. per linear
foot for handrails, grab bars and other ADA- compliant items. Provide plates designed,
and certified, to support an imposed load of 144 lbs. per linear foot for all other items. All
loads required above are in addition to the weight of the item supported by the back -up
plate.
2. Provide plates designed for screw attachment to steel studs with back -up plate faces
flush with face of studs or overlapping face of studs with pre -cut notches matching stud
spacing.
3. Products: Subject to compliance with requirements, provide the following product or an
acceptable equivalent product:
a. Metal -Lite. Inc.; Flush Mount or Notch -Tite.
E. Cold - Rolled Channel Bridging: 0.0538 -inch bare -steel thickness, with minimum 1/2- inch - wide
flanges.
F. Hat - Shaped, Rigid Furring Channels: ASTM C 645.
G. Resilient Furring Channels: 1/2 -inch- deep, steel sheet members designed to reduce sound
transmission. Provide in trash chute.
H. Cold - Rolled Furring Channels: 0.0538 -inch bare -steel thickness, with minimum 1/2- inch - wide
flanges.
Z- Shaped Furring: With slotted or non - slotted web, face flange of 1 -1/4 inches, wall
attachment flange of 7/8 inch, minimum bare -metal thickness of 0.0179 inch, and depth required
to fit insulation thickness indicated.
2.4 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards.
1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding
power, and other properties required to fasten steel members to substrates.
B. Isolation Strip at Exterior Walls: Provide one of the following:
1. Asphalt- Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt),
non - perforated.
2. Foam Gasket: Adhesive - backed, closed -cell vinyl foam strips that allow fastener
penetration without foam displacement, 1/8 inch thick, in width to suit steel stud size.
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PART 3 - EXECUTION
3.1 EXAMINATION
May 10, 2013
A. Examine areas and substrates, with Installer present, and including welded hollow -metal
frames, cast -in anchors, and structural framing, for compliance with requirements and other
conditions affecting performance.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Suspended Assemblies: Coordinate installation of suspension systems with installation of
overhead structure to ensure that inserts and other provisions for anchorages to building
structure have been installed to receive hangers at spacing required to support the Work and
that hangers will develop their full strength.
Furnish concrete inserts and other devices indicated to other trades for installation in
advance of time needed for coordination and construction.
B. Coordination with Sprayed Fire - Resistive Materials:
1. Before sprayed fire - resistive materials are applied, attach offset anchor plates or ceiling
runners (tracks) to surfaces indicated to receive sprayed fire- resistive materials. Where
offset anchor plates are required, provide continuous plates fastened to building structure
not more than 24 inches o.c.
2. After sprayed fire- resistive materials are applied, remove them only to extent necessary
for installation of non -load- bearing steel framing. Do not reduce thickness of
fire- resistive materials below that required for fire- resistance ratings indicated. Protect
adjacent fire - resistive materials from damage.
3.3 INSTALLATION, GENERAL
A. Installation Standard: ASTM C 754.
1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to
framing installation.
B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim,
grab bars, toilet accessories, furnishings, or similar construction.
1. Comply with details indicated. Install metal back -up plates in accordance with plate
manufacturer's written instructions using self - tapping pan -head screws of type and in
quantity required by manufacturer to achieve full load capacity.
C. Install bracing at terminations in assemblies.
D. Do not bridge building control and expansion joints with non -load- bearing steel framing
members. Frame both sides of joints independently.
3.4 INSTALLING SUSPENSION SYSTEMS
A. Install suspension system components in sizes and spacings indicated on Drawings, but not
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less than those required by referenced installation standards for assembly types and other
assembly components indicated.
B. Isolate suspension systems from building structure where they abut or are penetrated by
building structure to prevent transfer of loading imposed by structural movement.
C. Suspend hangers from building structure as follows:
Install hangers plumb and free from contact with insulation or other objects within ceiling
plenum that are not part of supporting structural or suspension system.
a. Splay hangers only where required to miss obstructions and offset resulting
horizontal forces by bracing, countersplaying, or other equally effective means.
2. Where width of ducts and other construction within ceiling plenum produces hanger
spacings that interfere with locations of hangers required to support standard suspension
system members, install supplemental suspension members and hangers in the form of
trapezes or equivalent devices.
a. Size supplemental suspension members and hangers to support ceiling loads
within performance limits established by referenced installation standards.
3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to
inserts, eye screws, or other devices and fasteners that are secure and appropriate for
substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail.
4. Flat Hangers: Secure to structure, including intermediate framing members, by
attaching to inserts, eye screws, or other devices and fasteners that are secure and
appropriate for structure and hanger, and in a manner that will not cause hangers to
deteriorate or otherwise fail.
5. Carrying Channels and Hangers: Space at 4 feet 6 inches o. c.
6. Do not attach hangers to steel roof deck.
7. Do not attach hangers to permanent metal forms. Furnish cast -in -place hanger inserts
that extend through forms.
8. Do not attach hangers to rolled -in hanger tabs of composite steel floor deck.
9. Do not connect or suspend steel framing from ducts, pipes, or conduit.
D. Fire - Resistance -Rated Assemblies: Wire be furring channels to supports.
E. Seismic Bracing: Sway -brace suspension systems with hangers used for support.
F. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension
systems meet vertical surfaces. Mechanically join main beam and cross - furring members to
each other and butt-cut to fit into wall track.
G. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet
measured lengthwise on each member that will receive finishes and transversely between
parallel members that will receive finishes.
3.5 INSTALLING FRAMED ASSEMBLIES
A. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior
walls, install isolation strip between studs and exterior wall.
B. Install studs so flanges within framing system point in same direction.
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1. Space studs as proscribed by ASTM C 754.
C. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural
supports or substrates above suspended ceilings, except where partitions are indicated to
terminate at suspended ceilings. Continue framing around ducts penetrating partitions above
ceiling.
1. Slip -Type Head Joints: Where framing extends to overhead structural supports, install to
produce joints at tops of framing systems that prevent axial loading of finished
assemblies.
2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames;
install runner track section (for cripple studs) at head and secure to jamb studs.
a. Install two studs at each jamb, unless otherwise indicated.
b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2 -inch
clearance from jamb stud to allow for installation of control joint in finished
assembly.
C. Extend jamb studs through suspended ceilings and attach to underside of
overhead structure.
3. Other Framed Openings: Frame openings other than door openings the same as
required for door openings, unless otherwise indicated. Install framing below sills of
openings to match framing required above door heads.
4. Fire - Resistance -Rated Partitions: Install framing to comply with fire - resistance -rated
assembly indicated and support closures and to make partitions continuous from floor to
underside of solid structure.
a. Firestop Track: Where indicated, install to maintain continuity of
fire- resistance -rated assembly indicated.
D. Direct Furring:
1. Attach to concrete or masonry with stub nails, screws designed for masonry attachment,
or powder -driven fasteners spaced 24 inches o.c.
E. Z- Furring Members:
1. Erect insulation (specked in Division 07 Section 'Thermal Insulation ") vertically and hold
in place with Z- furring members spaced 24 inches o.c.
2. Except at exterior comers, securely attach narrow flanges of furring members to wall with
concrete stub nails, screws designed for masonry attachment, or powder - driven fasteners
spaced 24 inches o.c.
3. At exterior comers, attach wide flange of furring members to wall with short flange
extending beyond comer; on adjacent wall surface, screw-attach short flange of furring
channel to web of attached channel. At interior comers, space second member no more
than 12 inches from comer and cut insulation to fit.
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F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than
1/8 inch from the plane formed by faces of adjacent framing.
END OF SECTION 092216
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SECTION 092216 - NON - STRUCTURAL METAL FRAMING
PART 1 - GENERAL
May 10, 2013
1.1 SUMMARY
A. This Section includes non -load- bearing steel framing members for the following applications:
1. Interior framing systems (e.g., supports for partition walls, framed soffits, furring, etc.).
2. Interior suspension systems (e.g., supports for ceilings, suspended soffits, etc.).
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
PART 2 - PRODUCTS
- 2.1 DESCRIPTION
A. Fire -Test- Response Characteristics: For fire- resistance -rated assemblies that incorporate
.. non -load- bearing steel framing, provide materials and construction identical to those tested in
assembly indicated according to ASTM E 119 by an independent testing agency.
B. Framing Members, General: Comply with ASTM C 754 for conditions indicated.
1. Design Values:
a. Deflection Limit:
1) U240 unless otherwise noted.
2) U360 at tile backing panels, and elsewhere as indicated.
b. Lateral Pressure:
1) 5.0 psf (240 Pa) unless otherwise noted.
2) 7.5 psf (360 Pa) at all shaft enclosures penetrating one or more floors,
elevator enclosures, pressurized plenums, entrance lobbies and vestibules
with automatic entrances, and elsewhere as noted.
3) 10 psf (480 Pa) at stair enclosures.
2. Steel Sheet Components: Comply with ASTM C 645 requirements for metal, unless
otherwise indicated.
3. Protective Coating: ASTM A 653/A 653M, G60, hot -dip galvanized, unless otherwise
indicated.
2.2 SUSPENSION SYSTEM COMPONENTS
A. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625 -inch- diameter wire,
or double strand of 0.0475 -inch- diameter wire.
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B. Hanger Attachments to Concrete:
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1. Anchors: Fabricated from corrosion- resistant materials with holes or loops for attaching
wire hangers and capable of sustaining, without failure, a load equal to 5 times that
imposed by construction as determined by testing according to ASTM E 488 by an
independent testing agency.
a. Type: Cast -in -place anchor, designed for attachment to concrete forms.
2. Powder - Actuated Fasteners: Suitable for application indicated, fabricated from
corrosion- resistant materials with clips or other devices for attaching hangers of type
indicated, and capable of sustaining, without failure, a load equal to 10 times that
imposed by construction as determined by testing according to ASTM E 1190 by an
independent testing agency.
C. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.162 -inch diameter.
D. Flat Hangers: Steel sheet, 1 by 3/16 inch by length indicated, unless otherwise indicated.
E. Carrying Channels: Cold- rolled, commercial -steel sheet with a base -metal thickness of 0.0538
inch and minimum 1/2- inch - wide flanges.
F. Furring Channels (Furring Members):
1. Cold - Rolled Channels: 0.0538 -inch bare -steel thickness, with minimum 1/2- inch - wide
flanges, 3/4 inch deep.
2. Steel Studs: ASTM C 645_ .
3. Hat - Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep.
4. Resilient Furring Channels: 1/2 -inch- deep members designed to reduce sound
transmission.
G. Grid Suspension System for Ceilings: ASTM C 645, direct -hung system composed of main
beams and cross - furring members that interlock.
1. Products: Subject to compliance with requirements, provide the following:
a. Armstrong World Industries, Inc.; Drywall Grid Systems.
2.3 STEEL FRAMING FOR FRAMED ASSEMBLIES
A. Steel Studs and Runners: ASTM C 645.
B. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with
movement of the structure while maintaining continuity of fire - resistance -rated assembly
indicated; in thickness not less than indicated for studs and in width to accommodate depth of
studs.
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C. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width
indicated.
D. Metal Back -up Plates: Minimum thickness of 0.0538 inch galvanized steel plates of sizes and
configurations detailed, or if not detailed, as required to accommodate the wall hung casework,
millwork, railings or other items mounted to metal stud and wallboard walls and partitions.
1. Provide plates designed, and certified, to support an imposed load of 250 lbs. per linear
foot for handrails, grab bars and other ADA- compliant items. Provide plates designed,
and certified, to support an imposed load of 144 Ibs, per linear foot for all other items. All
loads required above are in addition to the weight of the item supported by the back -up
plate.
2. Provide plates designed for screw-attachment to steel studs with back -up plate faces
flush with face of studs or overlapping face of studs with pre -cut notches matching stud
spacing.
3. Products: Subject to compliance with requirements, provide the following product or an
acceptable equivalent product:
a. Metal -Lite. Inc.; Flush Mount or Notch -Tite.
E. Cold - Rolled Channel Bridging: 0.0538 -inch bare -steel thickness, with minimum 1/2- inch - wide
flanges.
F. Hat - Shaped, Rigid Furring Channels: ASTM C 645.
G. Resilient Furring Channels: 1/2 -inch- deep, steel sheet members designed to reduce sound
transmission. Provide in trash chute.
H. Cold - Rolled Furring Channels: 0.0538 -inch bare -steel thickness, with minimum 1/2- inch - wide
flanges.
Z- Shaped Furring: With slotted or non - slotted web, face flange of 1 -1/4 inches, wall
attachment flange of 7/8 inch, minimum bare -metal thickness of 0.0179 inch, and depth required
to fit insulation thickness indicated.
2.4 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards.
1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding
power, and other properties required to fasten steel members to substrates.
B. Isolation Strip at Exterior Walls: Provide one of the following:
1. Asphalt- Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt),
non - perforated.
2. Foam Gasket: Adhesive - backed, closed -cell vinyl foam strips that allow fastener
penetration without foam displacement, 1/8 inch thick, in width to suit steel stud size.
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PART 3 - EXECUTION
3.1 EXAMINATION
May 10, 2013
A. Examine areas and substrates, with Installer present, and including welded hollow-metal
frames, cast -in anchors, and structural framing, for compliance with requirements and other
conditions affecting performance.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Suspended Assemblies: Coordinate installation of suspension systems with installation of
overhead structure to ensure that inserts and other provisions for anchorages to building
structure have been installed to receive hangers at spacing required to support the Work and
that hangers will develop their full strength.
1. Fumish concrete inserts and other devices indicated to other trades for installation in
advance of time needed for coordination and construction.
B. Coordination with Sprayed Fire - Resistive Materials:
1. Before sprayed fire - resistive materials are applied, attach offset anchor plates or ceiling
runners (tracks) to surfaces indicated to receive sprayed fire- resistive materials. Where
offset anchor plates are required, provide continuous plates fastened to building structure
not more than 24 inches o.c.
2. After sprayed fire- resistive materials are applied, remove them only to extent necessary
for installation of non -load- bearing steel framing. Do not reduce thickness of
fire- resistive materials below that required for fire- resistance ratings indicated. Protect
adjacent fire - resistive materials from damage.
3.3 INSTALLATION, GENERAL
A. Installation Standard: ASTM C 754.
1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to
framing installation.
B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim,
grab bars, toilet accessories, furnishings, or similar construction.
Comply with details indicated. Install metal back -up plates in accordance with plate
manufacturer's written instructions using self - tapping pan -head screws of type and in
quantity required by manufacturer to achieve full load capacity.
C. Install bracing at terminations in assemblies.
D. Do not bridge building control and expansion joints with non -load- bearing steel framing
members. Frame both sides of joints independently.
3.4 INSTALLING SUSPENSION SYSTEMS
A. Install suspension system components in sizes and spacings indicated on Drawings, but not
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less than those required by referenced installation standards for assembly types and other
assembly components indicated.
B. Isolate suspension systems from building structure where they abut or are penetrated by
building structure to prevent transfer of loading imposed by structural movement.
C. Suspend hangers from building structure as follows:
1. Install hangers plumb and free from contact with insulation or other objects within ceiling
plenum that are not part of supporting structural or suspension system.
a. Splay hangers only where required to miss obstructions and offset resulting
horizontal forces by bracing, countersplaying, or other equally effective means.
2. Where width of ducts and other construction within ceiling plenum produces hanger
spacings that interfere with locations of hangers required to support standard suspension
system members, install supplemental suspension members and hangers in the form of
trapezes or equivalent devices.
a. Size supplemental suspension members and hangers to support ceiling loads
within performance limits established by referenced installation standards.
3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to
inserts, eye screws, or other devices and fasteners that are secure and appropriate for
substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail.
4. Flat Hangers: Secure to structure, including intermediate framing members, by
attaching to inserts, eye screws, or other devices and fasteners that are secure and
appropriate for structure and hanger, and in a manner that will not cause hangers to
deteriorate or otherwise fail.
5. Carrying Channels and Hangers: Space at 4 feet 6 inches o. c.
6. Do not attach hangers to steel roof deck.
7. Do not attach hangers to permanent metal forms. Furnish cast -in -place hanger inserts
that extend through forms.
8. Do not attach hangers to rolled -in hanger tabs of composite steel floor deck.
9. Do not connect or suspend steel framing from ducts, pipes, or conduit.
D. Fire - Resistance -Rated Assemblies: Wire be furring channels to supports.
E. Seismic Bracing: Sway -brace suspension systems with hangers used for support.
F. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension
systems meet vertical surfaces. Mechanically join main beam and cross - furring members to
each other and butt-cut to fit into wall track.
G. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet
measured lengthwise on each member that will receive finishes and transversely between
parallel members that will receive finishes.
3.5 INSTALLING FRAMED ASSEMBLIES
A. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior
walls, install isolation strip between studs and exterior wall.
B. Install studs so flanges within framing system point in same direction.
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1. Space studs as proscribed by ASTM C 754.
C. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural
supports or substrates above suspended ceilings, except where partitions are indicated to
terminate at suspended ceilings. Continue framing around ducts penetrating partitions above
ceiling.
1. Slip -Type Head Joints: Where framing extends to overhead structural supports, install to
produce joints at tops of framing systems that prevent axial loading of finished
assemblies.
2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames;
install runner track section (for cripple studs) at head and secure to jamb studs.
a. Install two studs at each jamb, unless otherwise indicated.
b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2 -inch
clearance from jamb stud to allow for installation of control joint in finished
assembly.
C. Extend jamb studs through suspended ceilings and attach to underside of
overhead structure.
3. Other Framed Openings: Frame openings other than door openings the same as
required for door openings, unless otherwise indicated. Install framing below sills of
openings to match framing required above door heads.
4. Fire - Resistance -Rated Partitions: Install framing to comply with fire - resistance -rated
assembly indicated and support closures and to make partitions continuous from floor to
underside of solid structure.
a. Firestop Track: Where indicated, install to maintain continuity of
fire- resistance -rated assembly indicated.
D. Direct Furring:
Attach to concrete or masonry with stub nails, screws designed for masonry attachment,
or powder -driven fasteners spaced 24 inches o.c.
E. Z- Furring Members:
1. Erect insulation (specified in Division 07 Section 'Thermal Insulation ") vertically and hold
in place with Z- furring members spaced 24 inches o.c.
2. Except at exterior comers, securely attach narrow flanges of furring members to wall with
concrete stub nails, screws designed for masonry attachment, or powder- driven fasteners
spaced 24 inches o.c.
3. At exterior comers, attach wide flange of furring members to wall with short flange
extending beyond comer; on adjacent wall surface, screw-attach short flange of furring
channel to web of attached channel. At interior comers, space second member no more
than 12 inches from comer and cut insulation to fit.
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F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than
1/8 inch from the plane formed by faces of adjacent framing.
END OF SECTION 092216
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SECTION 092900 - GYPSUM BOARD
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Interior gypsum board.
2. Tile backing panels.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Certification Letter: Submit letter on Contractor's letter head stationary signed by Contractor
indicating that all materials incorporated into this Project comply with requirements specified in
this Specification or are accepted equivalent products.
1.3 QUALITY ASSURANCE
A. Fire - Resistance -Rated Assemblies: For fire - resistance -rated assemblies, provide materials
and construction identical to those tested in assembly indicated according to ASTM E 119 by an
independent testing agency.
1.4 STORAGE AND HANDLING
A. Store materials inside under cover and keep them dry and protected against damage from
weather, condensation, direct sunlight, construction traffic, and other causes. Stack panels flat
to prevent sagging.
1.5 PROJECT CONDITIONS
A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board
manufacturer's written recommendations, whichever are more stringent.
B. Do not install interior products until installation areas are enclosed and conditioned.
C. Do not install panels that are wet, those that are moisture damaged, and those that are mold
damaged.
1. Indications that panels are wet or moisture damaged include, but are not limited to,
discoloration, sagging, or irregular shape.
2. Indications that panels are mold damaged include, but are not limited to, fuzzy or
splotchy surface contamination and discoloration.
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PART 2 - PRODUCTS
2.1 PANELS, GENERAL
May 10, 2013
A. Size: Provide in maximum lengths and widths available that will minimize joints in each area
and that correspond with support system indicated.
2.2 INTERIOR GYPSUM BOARD
A. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as applicable to type
of gypsum board indicated and whichever is more stringent.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
a. American Gypsum Co.
b. G -P Gypsum.
C. Lafarge North America Inc.
d. National Gypsum Company.
e. USG Corporation.
B. Moisture- and Mold- Resistant Type: Provide for all wall installations not receiving tile backer
panels; ASTM C 1396.
1. Core: 5/8 inch, Type X.
2. Long Edges: Tapered.
3. Resists the growth of mold when tested, as manufactured, according to ASTM D 3273.
4. Available Products:
a. SHEETROCK® Brand Mold Tough® Gypsum Panels by USG.
b. Gold Bond® BRAND XP® Wallboard by National Gypsum.
C. Mold Defense Products by LaFarge.
2.3 TILE BACKING PANELS
A. Glass -Mat, Water- Resistant Backing Board:
1. Complying with ASTM C 1178/C 1178M.
a. Product: Subject to compliance with requirements, provide "DensShield Tile
Guard" by G -P Gypsum.
2. Core: 1/2 inch, regular type.
2.4 TRIM ACCESSORIES
A. Interior Trim: ASTM C 1047.
1. Material: Paper -faced galvanized steel sheet or paper -faced plastic.
2. Available products include: _
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a. Grabber Construction Products: No -Coat Prefinished Comers.
b. . US Gypsum Company; Beadex Paper -Faced Metal Drywall Bead and Trim.
2.5 JOINT TREATMENT AND FINISH MATERIALS
A. General: Comply with ASTM C 475/C 475M.
B. Joint Tape:
1. Interior Gypsum Wallboard: Paper.
2. Tile Backing Panels: As recommended by panel manufacturer.
C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is
compatible with other compounds applied on previous or for successive coats.
1. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas,
use setting -type taping compound.
2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and
trim flanges, use setting -type taping compound.
a. Use setting -type compound for installing paper -faced metal trim accessories.
3. Fill Coat: For second coat, use setting -type, sandable topping compound.
4. Finish Coat: For third coat, use setting -type, sandable topping compound.
5. Skim Coat: For final coat of Level 5 finish, use setting -type, sandable topping
compound.
D. Joint Compound for Tile Backing Panels:
1. Glass -Mat, Water - Resistant Backing Panel: As recommended by backing panel
manufacturer.
2.6 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards and
manufacturer's written recommendations.
B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum
panels to continuous substrate.
1. Use adhesives that have a VOC content of 50 g/L or less when calculated according to
40 CFR 59, Subpart D (EPA Method 24).
C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.
1. Use screws complying with ASTM C 954 for fastening panels to steel members from
0.033 to 0.112 inch thick.
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D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing)
produced by combining thermosetting resins with mineral fibers manufactured from glass, slag
wool, or rock wool.
1. Fire - Resistance -Rated Assemblies: Comply with mineral -fiber requirements of
assembly.
E. Acoustical Sealant: As specified in Division 7 Section "Joint Sealants."
F. Thermal Insulation: As specified in Division 7 Section "Building Insulation."
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas and substrates, with Installer present, and including welded hollowFmetal frames
and framing, for compliance with requirements and other conditions affecting performance.
B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold
damaged.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 APPLYING AND FINISHING PANELS, GENERAL
A. Comply with ASTM C 840.
B. Install sound attenuation blankets before installing gypsum panels, unless blankets are readily
installed after panels have been installed on one side.
C. Install ceiling /soffit panels across framing to minimize the number of abutting end joints and to
avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent
panels not less than one framing member.
D. Install panels with face side out. Butt panels together for alight contact at edges and ends with
not more than 1/16 inch of open space between panels. Do not force into place.
E. Locate edge and end joints over supports, except in ceiling applications where intermediate
supports or gypsum board back - blocking is provided behind end joints. Do not place tapered
edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do
not make joints other than control joints at corners of framed openings.
F. Form control and expansion joints with space between edges of adjoining gypsum panels.
G. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings,
etc.), except in chases braced internally.
1. Unless concealed application is indicated or required for sound, fire, air, or smoke
ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area.
2. Fit gypsum panels around ducts, pipes, and conduits.
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3. Where partitions intersect structural members projecting below underside of floor /roof
slabs and decks, cut gypsum panels to fit profile formed by structural members; allow
1/4- to 3/8- inch - wide joints to install sealant.
H. Attach gypsum panels to framing provided at openings and cutouts.
Isolate perimeter of gypsum board applied to non -load- bearing partitions at structural
abutments, except floors. Provide 1/4- to 1/2- inch - wide spaces at these locations, and trim
edges with edge trim where edges of panels are exposed. Seal joints between edges and
abutting structural surfaces with acoustical sealant.
Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached
to open (unsupported) edges of stud flanges first.
K. Space fasteners in gypsum panels according to referenced gypsum board application and
finishing standard and manufacturer's written recommendations.
Space fasteners in panels that are file substrates a maximum of 8 inches o.c., unless
otherwise recommended by manufacturer or referenced standards.
3.3 APPLYING INTERIOR GYPSUM BOARD
A. Install interior gypsum board in the following locations:
1. Type X: As indicated on Drawings.
2. Abuse - Resistant Type: As indicated on Drawings.
3. Moisture- and Mold- Resistant Type: As indicated on Drawings.
B. Single -Layer Application:
1. On ceilings, apply gypsum panels before wall/partition board application to greatest
extent possible and at right angles to framing, unless otherwise indicated.
2. On partitions /walls, apply gypsum panels vertically (parallel to framing), unless otherwise
indicated or required by fire - resistance -rated assembly, and minimize end joints.
a. Stagger abutting end joints not less than one framing member in alternate courses
of panels.
b. At stairwells and other high walls, install panels horizontally, unless otherwise
indicated or required by fire - resistance -rated assembly.
3. On Z- furring members, apply gypsum panels vertically (parallel to framing) with no end
joints. Locate edge joints over furring members.
4. Fastening Methods: Apply gypsum panels to supports with steel drill screws.
C. Multilayer Application:
On ceilings, apply gypsum board indicated for base layers before applying base layers on
walls /partitions; apply face layers in same sequence. Apply base layers at right angles
to framing members and offset face -layer joints 1 framing member, 16 inches (400 mm)
minimum, from parallel base -layer joints, unless otherwise indicated or required by
fire- resistance -rated assembly.
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2. On partitionstwalls, apply gypsum board indicated for base layers and face layers
vertically (parallel to framing) with joints of base layers located over stud or furring
member and face -layer joints offset at least one stud or furring member with base -layer
joints, unless otherwise indicated or required by fire - resistance -rated assembly. Stagger
joints on opposite sides of partitions.
3. On Z- furring members, apply base layer vertically (parallel to framing) and face layer
either vertically (parallel to framing) or horizontally (perpendicular to framing) with vertical
joints offset at least one furring member. Locate edge joints of base layer over furring
members.
4. Fastening Methods: Fasten base layers and face layers separately to supports with
screws.
D. Laminating to Substrate: Where gypsum panels are indicated as directly adhered to a
substrate (other than studs, joists, furring members, or base layer of gypsum board), comply
with gypsum board manufacturer's written recommendations and temporarily brace or fasten
gypsum panels until fastening adhesive has set.
3.4 APPLYING EXTERIOR GYPSUM PANELS FOR CEILINGS AND SOFFITS
A. Apply panels perpendicular to supports, with end joints staggered and located over supports.
1. Install with 1/4 -inch open space where panels abut other construction or structural
penetrations.
2. Fasten with corrosion - resistant screws.
3.5 APPLYING TILE BACKING PANELS
A. Glass -Mat, Water - Resistant Backing Panel: Comply with manufacturer's written installation
instructions and install at showers, tubs, and where indicated][ locations indicated to receive
tile]. Install with 1/4 -inch gap where panels abut other construction or penetrations.
B. Areas Not Subject to Wetting: Install regular -type gypsum wallboard panels to produce a flat
surface except at showers, tubs, and other locations indicated to receive water - resistant panels.
C. Where file backing panels abut other types of panels in same plane, shim surfaces to produce a
uniform plane across panel surfaces.
3.6 INSTALLING TRIM ACCESSORIES
A. General: For trim with back flanges intended for fasteners, attach to framing with same
fasteners used for panels. Otherwise, attach trim according to manufacturer's written
instructions.
B. Control Joints: Install control joints according to ASTM C 840 and in specific locations
approved by Architect for visual effect.
C. Interior Trim: Install in the following locations:
1. Cornerbead: Use at outside comers, unless otherwise indicated.
2. Bullnose Bead: Use at outside comers.
3. LC -Bead: Use at exposed panel edges.
4. L -Bead: Use where indicated.
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5. U -Bead: Use at exposed panel edges.
3.7 FINISHING GYPSUM BOARD
A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations,
fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces
for decoration. Promptly remove residual joint compound from adjacent surfaces.
B. Prefill open joints and damaged surface areas.
C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for
tape.
D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM
C 840:
1. Level 1: Ceiling plenum areas, concealed areas, and where indicated.
2. Level 2: Panels that are substrate for tile.
3. Level 3: Where indicated on Drawings.
4. Level 4: At panel surfaces that will be exposed to view, unless otherwise indicated.
a. Primer and its application to surfaces are specified in other Division 9 Sections.
5. Level 5: Where indicated on Drawings.
3.8 FIELD QUALITY CONTROL
A. Above - Ceiling Observation: Before Contractor installs gypsum board ceilings, Architect will
conduct an above - ceiling observation and report deficiencies in the Work observed. Do not
proceed with installation of gypsum board to ceiling support framing until deficiencies have been
corrected.
1. Notify Architect seven days in advance of date and time when Project, or part of Project,
will be ready for above - ceiling observation.
2. Before notifying Architect, complete the following in areas to receive gypsum board
ceilings:
a. Installation of 80 percent of lighting fixtures, powered for operation.
b. Installation, insulation, and leak and pressure testing of water piping systems.
C. Installation of air -duct systems.
d. Installation of air devices.
e. Installation of mechanical system control -air tubing.
f. Installation of ceiling support framing.
3.9 PROTECTION
A. Protect installed products from damage from weather, condensation, direct sunlight,
construction, and other causes during remainder of the construction period.
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B. Remove and replace panels that are wet, moisture damaged, and mold damaged.
1. Indications that panels are wet or moisture damaged include, but are not limited to,
discoloration, sagging, or irregular shape.
2. Indications that panels are mold damaged include, but are not limited to, fuzzy or
splotchy surface contamination and discoloration.
END OF SECTION 092900
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SECTION 093000 - TILING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Ceramic tile.
2. Waterproof membrane.
3. Crack isolation membrane.
1.2 DEFINITIONS
A. General: Definitions in the ANSI A108 series of tile installation standards and in ANSI A137.1
apply to Work of this Section unless otherwise specified.
B. ANSI A108 Series: ANSI A108.01, ANSI A108.02, ANSI A108.1A, ANSI A108.113, ANSI
- Al08.1C, ANSI A108.4, ANSI A108.5, ANSI A108.6, ANSI A108.8, ANSI A108.9, ANSI
Al 08.10, ANSI Al 08.11, ANSI Al 08.12, ANSI Al 08.13, ANSI Al 08.14, ANSI Al 08.15, ANSI
Al 08.16, and ANSI Al 08.17, which are contained in "American National Standard
Specifications for Installation of Ceramic Tile."
C. Module Size: Actual tile size plus joint width indicated.
D. Face Size: Actual tile size, excluding spacer lugs.
1.3 PERFORMANCE REQUIREMENTS
A. Static Coefficient of Friction: For file installed on walkway surfaces, provide products with the
following values as determined by testing identical products per ASTM C 1028:
1. Level Surfaces: Minimum 0.60.
2. Step Treads: Minimum 0.80.
3. Ramp Surfaces: Minimum 0.80.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: Show locations of each type of file and tile pattern. Show widths, details, and
locations of expansion, contraction, control, and isolation joints in tile substrates and finished tile
surfaces.
C. Samples for Verification:
1. Assembled samples mounted on a rigid panel, with grouted joints, for each type and
composition of tile and for each color and finish required. Make samples at least 12
inches square, but not fewer than 4 tiles. Use grout of type and in color or colors
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approved for completed Work.
2. Full -size units of each type of trim and accessory for each color and finish required.
1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials that match and are from same production runs as products installed and
that are packaged with protective covering for storage and identified with labels describing
contents.
1. Tile and Trim Units: Furnish quantity of full -size units equal to 3 percent of amount
installed for each type, composition, color, pattern, and size indicated.
2. Grout: Furnish quantity of grout equal to 3 percent of amount installed for each type,
composition, and color indicated.
1.6 QUALITY ASSURANCE
A. Source Limitations for Tile: Obtain tile of each type and color or finish from one source or
producer.
1. Obtain tile of each type and color or finish from same production run and of consistent -
quality in appearance and physical properties for each contiguous area.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store packaged materials in original containers with seals unbroken and labels
intact until time of use. Comply with requirements in ANSI A137.1 for labeling tile packages.
B. Store tile and cementitious materials on elevated platforms, under cover, and in a dry location.
C. Store aggregates where grading and other required characteristics can be maintained and
contamination can be avoided.
D. Store liquid materials in unopened containers and protected from freezing.
E. Handle tile that has temporary protective coating on exposed surfaces to prevent coated
surfaces from contacting backs or edges of other units. If coating does contact bonding
surfaces of tile, remove coating from bonding surfaces before setting tile.
1.8 PROJECT CONDITIONS
A. Environmental Limitations: Do not install tile until construction in spaces is complete and
ambient temperature and humidity conditions are maintained at the levels indicated in
referenced standards and manufacturer's written instructions.
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PART 2 - PRODUCTS
2.1 TILE PRODUCTS
A. Tile Type CT -1 and CT -2:
1. Basis -of- Design Product: Subject to compliance with requirements, provide product
indicated on Drawings or comparable product by one of the following:
a. Daltile; Division of Dal -Tile International Inc.
2. Thickness: 1/4 inch.
3. Face: Pattern of design indicated, with cushion edges.
4. Tile Color and Pattern: As indicated by manufacturer's designations.
5. Grout Color: As selected by Architect from manufacturer's full range.
2.2 WATERPROOF MEMBRANE
A. General: Manufacturer's standard product that complies with ANSI A118.10 and is
recommended by the manufacturer for the application indicated. Include reinforcement and
accessories recommended by manufacturer.
B. Chlorinated Polyethylene Sheet: Nonplasticized, chlorinated polyethylene faced on both sides
with nonwoven polyester fabric; 0.030 -inch nominal thickness.
1. Products: Subject to compliance with requirements, provide the following:
a. Noble Company (The); Nobleseal TS.
2.3 CRACK ISOLATION MEMBRANE
A. General: Manufacturer's standard product that complies with ANSI A118.12 for high
performance and is recommended by the manufacturer for the application indicated. Include
reinforcement and accessories recommended by manufacturer.
B. Chlorinated Polyethylene Sheet: Nonplasticized, chlorinated polyethylene faced on both sides
with nonwoven polyester fabric; 0.030 -inch nominal thickness.
1. Products: Subject to compliance with requirements, provide the following:
a. Noble Company (The); Nobleseal CIS.
2.4 SETTING MATERIALS
A. Latex - Portland Cement Mortar (Thin Set): ANSI A118.4.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
a. Bonsai American; an Oldcastle company.
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b. Custom Building Products.
C. Laticrete International, Inc.
d. MAPEI Corporation.
e. TEC; a subsidiary of H. B. Fuller Company.
2. Provide prepackaged, dry-mortar mix combined with liquid -latex additive at Project site.
3. For wall applications, provide mortar that complies with requirements for nonsagging
mortar in addition to the other requirements in ANSI A118.4.
B. Medium -Bed, Latex - Portland Cement Mortar: Comply with requirements in ANSI A118.4.
Provide product that is approved by manufacturer for application thickness of 5/8 inch.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
a. Bostik, Inc.
b. Custom Building Products.
C. Laticrete International, Inc.
d. MAPEI Corporation.
e. TEC; a subsidiary of H. B. Fuller Company.
2. Provide prepackaged, dry-mortar mix combined with liquid -latex additive at Project site.
2.5 GROUT MATERIALS
A. Polymer - Modified Tile Grout: ANSI A118.7.
Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
a. Bonsai American; an Oldcastle company.
b. Custom Building Products.
C. Laticrete International, Inc.
d. MAPEI Corporation.
e. TEC; a subsidiary of H. B. Fuller Company.
2. Polymer Type: in liquid -latex form for addition to prepackaged dry-grout mix.
B. Water - Cleanable Epoxy Grout: ANSI A118.3, with a VOC content of 65 g/L or less when
calculated according to 40 CFR 59, Subpart D.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
a. Bonsai American; an Oldcastle company.
b. Custom Building Products.
C. Laticrete International, Inc.
d. MAPEI Corporation.
e. TEC; a subsidiary of H. B. Fuller Company.
2. Provide product capable of withstanding continuous and intermittent exposure to
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temperatures of up to 140 deg F and 212 deg F, respectively, and certified by
manufacturer for intended use.
2.6 ELASTOMERIC SEALANTS
A. General: Provide sealants, primers, backer rods, and other sealant accessories; mildew
resistant ATM C 920.
Use primers, backer rods, and sealant accessories recommended by sealant
manufacturer.
B. Colors: Provide colors of exposed sealants to match colors of grout in tile adjoining sealed
joints unless otherwise indicated.
2.7 MISCELLANEOUS MATERIALS
A. Trowelable Underlayments and Patching Compounds: Latex - modified, portland cement -based
formulation provided or approved by manufacturer of tile- setting materials for installations
indicated.
B. Metal Edge Strips: Angle or L- shape, height to match tile and setting -bed thickness, metallic or
combination of metal and PVC or neoprene base, designed specifically for flooring applications;
stainless - steel, ASTM A 666, 300 Series exposed -edge material.
Basis -of- Design: Schluter or equal; refer to Finish Schedule or Drawings.
C. Temporary Protective Coating: Product indicated below that is formulated to protect exposed
surfaces of file against adherence of mortar and grout; compatible with tile, mortar, and grout
products; and easily removable after grouting is completed without damaging grout or tile.
1. Grout release in form of manufacturer's standard proprietary liquid coating that is
specially formulated and recommended for use as temporary protective coating for tile.
D. 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.
E. Grout Sealer: Manufacturer's standard silicone product for sealing grout joints and that does
not change color or appearance of grout.
Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a. Bonsal American; an Oldcastle company; Grout Sealer.
b. Custom Building Products; Sealer.
C. MAPEI Corporation; KER 004, Keraseal Penetrating Sealer for Unglazed Grout
and Tile.
d. TEC; a subsidiary of H. B. Fuller Company; TA -256 Penetrating Silicone Grout
Sealer.
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2.8 MIXING MORTARS AND GROUT
A. Mix mortars and grouts to comply with referenced standards and mortar and grout
manufacturers' written instructions.
B. Add materials, water, and additives in accurate proportions.
C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and
other procedures to produce mortars and grouts of uniform quality with optimum performance
characteristics for installations indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for
compliance with requirements for installation tolerances and other conditions affecting
performance of installed tile.
1. Verify that substrates for setting tile are firm, dry, clean, free of coatings that are
incompatible with tile- setting materials including curing compounds and other substances
that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by
ANSI A108.01 for installations indicated.
2. Verify that concrete substrates for file floors installed with thin -set mortar comply with
surface finish requirements in ANSI A108.01 for installations indicated.
a. Verify that surfaces that received a steel trowel finish have been mechanically
scarified.
b. Verify that protrusions, bumps, and ridges have been removed by sanding or
grinding.
3. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical
units of work, and similar items located in or behind tile has been completed.
4. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if
not coordinated, adjust joint locations in consultation with Architect.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Fill cracks, holes, and depressions in concrete substrates for file floors installed with thin -set
mortar with trowelable leveling and patching compound specifically recommended by tile- setting
material manufacturer.
B. 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.
C. Blending: For tile exhibiting color variations, verify that tile has been factory blended and
packaged so tile units taken from one package show same range of colors as those taken from
other packages and match approved Samples. If not factory blended, either return to
manufacturer or blend tiles at Project site before installing.
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D. Field - Applied Temporary Protective Coating: If indicated under tile type or needed to prevent
grout from staining or adhering to exposed tile surfaces, precoat them with continuous film of
temporary protective coating, taking care not to coat unexposed the surfaces.
3.3 TILE INSTALLATION
A. Comply with TCA's "Handbook for Ceramic Tile Installation" for TCA installation methods
specified in tile installation schedules. Comply with parts of the ANSI A108 Series
"Specifications for Installation of Ceramic Tile" that are referenced in TCA installation methods,
specified in tile installation schedules, and apply to types of setting and grouting materials used.
B. Extend tile work into recesses and under or behind equipment and fixtures to form complete
covering without interruptions unless otherwise indicated. Terminate work neatly at
obstructions, edges, and comers without disrupting pattern or joint alignments.
C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring
visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built -in items for
straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other
penetrations so plates, collars, or covers overlap tile.
D. Provide manufacturer's standard trim shapes where necessary to eliminate exposed tile edges.
E. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and
center file fields in both directions in each space or on each wall area. Lay out file work to
minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless
otherwise indicated.
1. For file mounted in sheets, make joints between tile sheets same width as joints within
tile sheets so joints between sheets are not apparent in finished work.
2. Where adjoining files on floor, base, walls, or trim are specified or indicated to be same
size, align joints.
3. Where tiles are specified or indicated to be whole integer multiples of adjoining ties on
floor, base, walls, or trim, align joints unless otherwise indicated.
F. Joint Widths: Unless otherwise indicated, install tile with the following joint widths:
Ceramic Mosaic Tile: 1/16 inch.
G. Lay out tile wainscots to dimensions indicated or to next full file beyond dimensions indicated.
H. Expansion Joints: Provide expansion joints and other sealant -filled joints, including control,
contraction, and isolation joints, where indicated. Form joints during installation of setting
materials, mortar beds, and tile. Do not saw -cut joints after installing tiles.
1. Where joints occur in concrete substrates, locate joints in tile surfaces directly above
them.
Stone Thresholds: Install stone thresholds in same type of setting bed as adjacent floor unless
otherwise indicated.
1. Do not extend waterproofing crack isolation membrane under thresholds set in dry-set
portland cement mortar. Fill joints between such thresholds and adjoining tile set on
waterproofing crack isolation membrane with elastomeric sealant.
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J. Metal Edge Strips: Install at locations indicated.
K. Grout Sealer: Apply grout sealer to grout joints according to grout - sealer manufacturer's
written instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer
and sealer from file faces by wiping with soft cloth.
3.4 WATERPROOFING INSTALLATION
A. Install waterproofing to comply with ANSI A108.13 and manufacturer's written instructions to
produce waterproof membrane of uniform thickness and bonded securely to substrate.
B. Do not install tile or setting materials over waterproofing until waterproofing has cured and been
tested to determine that it is watertight.
C. Where Waterproofing or Crack Isolation can be combined, provide only one type.
3.5 CRACK ISOLATION MEMBRANE INSTALLATION
A. Install crack isolation membrane to comply with ANSI A108.17 and manufacturer's written
instructions to produce membrane of uniform thickness and bonded securely to substrate.
B. Do not install tile or setting materials over crack isolation membrane until membrane has cured.
3.6 CLEANING AND PROTECTING
A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are
free of foreign matter.
1. Remove grout residue from file as soon as possible.
2. Clean grout smears and haze from tile according to tile and grout manufacturer's written
instructions but no sooner than 10 days after installation. Use only cleaners
recommended by tile and grout manufacturers and only after determining that cleaners
are safe to use by testing on samples of tile and other surfaces to be cleaned. Protect
metal surfaces and plumbing fixtures from effects of cleaning. Flush surfaces with clean
water before and after cleaning.
3. Remove temporary protective coating by method recommended by coating manufacturer
and that is acceptable to tile and grout manufacturer. Trap and remove coating to
prevent drain clogging.
B. Protect installed tile work with kraft paper or other heavy covering during construction period to
prevent staining, damage, and wear. If recommended by file manufacturer, apply coat of
neutral protective cleaner to completed tie walls and floors.
C. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is
completed.
D. Before final inspection, remove protective coverings and rinse neutral protective cleaner from
file surfaces.
w
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3.7 INTERIOR TILE INSTALLATION SCHEDULE
A. Interior Floor Installations, Concrete Subfioor:
1. Tile Installation F125A: Thin -set mortar on crack isolation membrane; TCA F125A.
2. Shower Floors and Designated "Wet" Areas: Install by conventional bed TCA Handbook
Method B421 or 8422 as applicable; latex - Portland cement mortar bond coat with
water - cleanable epoxy grout; in conjunction with W211 wall installation method.
B. Interior Wall Installations, Masonry or Concrete:
1. Tile Installation W202: Thin -set mortar; TCA W202.
2. Shower Walls and Designated "Wet" Areas:
a. Over interior concrete and masonry install in accordance with TCA Handbook
Method W211, bonded mortar bed with latex - Portland cement bond coat; with
water - cleanable epoxy grout.
b. Include waterproofing membrane over mortar bed of W211.
C. Interior Wall Installations, Metal Studs or Furring:
1. Tile Installation W244: Thin -set mortar on tile backer units; TCA W244.
2. Shower Walls and Designated "Wet" Areas:
a. Over coated glass mat water- resistant gypsum backer board install in accordance
with TCA Handbook Method W245 with bonded waterproofing membrane, bonded
mortar bed with latex - Portland cement bond coat; with water - cleanable epoxy
grout.
END OF SECTION 093000
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SECTION 099123 - INTERIOR PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes surface preparation and the application of paint systems on interior substrates.
1.2 DEFINITIONS
A. Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to
ASTM D 523.
B. Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees,
according to ASTM D 523.
C. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to
ASTM D 523.
D. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees,
according to ASTM D 523.
E. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.
F. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.
G. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application
instructions.
B. Samples for Verification: For each type of paint system and in each color and gloss of topcoat.
1. Submit Samples on rigid backing, 8 inches square.
2. Step coats on Samples to show each coat required for system.
3. Label each coat of each Sample.
4. Label each Sample for location and application area.
1.4 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials, from the same product run, that match products installed and that are
packaged with protective covering for storage and identified with labels describing contents.
1. Paint: 5 percent, but not less than 1 gal. of each material and color applied.
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1.5 QUALITY ASSURANCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to
verify preliminary selections made under Sample submittals and to demonstrate aesthetic
effects and set quality standards for materials and execution.
1. Architect will select one surface to represent surfaces and conditions for application of
each paint system specified in Part 3.
a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.
b. Other Items: Architect will designate items or areas required.
2. Final approval of color selections will be based on mockups.
a. If preliminary color selections are not approved, apply additional mockups of
additional colors selected by Architect at no added cost to Owner.
3. Approval of mockups does not constitute approval of deviations from the Contract
Documents contained in mockups unless Architect specifically approves such deviations
in writing.
4. Subject to compliance with requirements, approved mockups may become part of the
completed Work if undisturbed at time of Substantial Completion.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Store materials not in use in tightly covered containers in well - ventilated areas with ambient
temperatures continuously maintained at not less than 45 deg F.
1. Maintain containers in clean condition, free of foreign materials and residue.
2. Remove rags and waste from storage areas daily.
1.7 FIELD CONDITIONS
A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are
between 50 and 95 deg F.
B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg
F above the dew point; or to damp or wet surfaces.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by the following:
1. Sherwin- Williams Company (The).
2.2 PAINT, GENERAL
A. Material Compatibility:
INTERIOR PAINTING 099123-2
2.3 BLOCK FILLERS
A. Block Filler, Latex, Interior /Exterior: MPI #4.
2.4 PRIMERS /SEALERS
A. Primer Sealer, Latex, Interior: MPI #50.
B. Primer, Alkali Resistant, Water Based: MPI #3.
C. Primer Sealer, Interior, Institutional Low Odor/VOC: MPI #149.
D. Primer, Latex, for Interior Wood: MPI #39.
E. Primer, Bonding, Water Based: MPI #17.
F. Wood -Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint
systems indicated.
2.5 METAL PRIMERS
A. Primer, Rust - Inhibitive, Water Based: MPI #107.
B. Primer, Alkyd, Anti - Corrosive, for Metal: MPI #79.
2.6 WATER -BASED PAINTS
A. Latex, Interior, Flat, (Gloss Level 1): MPI #53.
B. Latex, Interior, (Gloss Level 2): MPI #44.
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1.
Provide materials for use within each paint system that are compatible with one another
and substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
2.
For each coat in a paint system, provide products recommended in writing by
manufacturers of topcoat for use in paint system and on substrate indicated.
B. VOC
Content: Products shall comply with VOC limits of authorities having jurisdiction.
1.
Flat Paints and Coatings: 50 g/L.
2.
Nonflat Paints and Coatings: 150 g /L.
3.
Dry-Fog Coatings: 400 g /L.
4.
Primers, Sealers, and Undercoaters: 200 g/L.
5.
Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L.
6.
Zinc -Rich Industrial Maintenance Primers: 340 g /L.
7.
Pretreatment Wash Primers: 420 g /L.
8.
Floor Coatings: 100 g /L.
9.
Shellacs, Clear: 730 g/L.
10.
Shellacs, Pigmented: 550 g/L.
C. Colors:
As indicated in a color schedule, refer to the Finish Schedule in the Drawings.
2.3 BLOCK FILLERS
A. Block Filler, Latex, Interior /Exterior: MPI #4.
2.4 PRIMERS /SEALERS
A. Primer Sealer, Latex, Interior: MPI #50.
B. Primer, Alkali Resistant, Water Based: MPI #3.
C. Primer Sealer, Interior, Institutional Low Odor/VOC: MPI #149.
D. Primer, Latex, for Interior Wood: MPI #39.
E. Primer, Bonding, Water Based: MPI #17.
F. Wood -Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint
systems indicated.
2.5 METAL PRIMERS
A. Primer, Rust - Inhibitive, Water Based: MPI #107.
B. Primer, Alkyd, Anti - Corrosive, for Metal: MPI #79.
2.6 WATER -BASED PAINTS
A. Latex, Interior, Flat, (Gloss Level 1): MPI #53.
B. Latex, Interior, (Gloss Level 2): MPI #44.
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C. Latex, Interior, (Gloss Level 3): MPI #52.
D. Latex, Interior, (Gloss Level 4): MPI #43.
E. Latex, Interior, Semi - Gloss, (Gloss Level 5): MPI #54.
F. Latex, Interior, Gloss, (Gloss Level 6, except minimum gloss of 65 units at 60 degrees): MPI
#114.
G. Latex, Interior, Institutional Low OdorNOC, Flat (Gloss Level 1): MPI #143.
H. Latex, Interior, Institutional Low OdorNOC, (Gloss Level 2): MPI #144.
I. Latex, Interior, Institutional Low OdorNOC, (Gloss Level 3): MPI #145.
J. Latex, Interior, Institutional Low OdorNOC, Semi -Gloss (Gloss Level 5): MPI #147.
K. Latex, Interior, High Performance Architectural, (Gloss Level 2): MPI #138.
L. Latex, Interior, High Performance Architectural, (Gloss Level 3): MPI #139.
M. Latex, Interior, High Performance Architectural, (Gloss Level 4): MPI #140.
N. Latex, Interior, High Performance Architectural, Semi -Gloss (Gloss Level 5): MPI #141.
2.7 SOURCE QUALITY CONTROL
A. Testing of Paint Materials: Owner reserves the right to invoke the following procedure:
1. Owner will engage the services of a qualified testing agency to sample paint materials.
Contractor will be notified in advance and may be present when samples are taken. If
paint materials have already been delivered to Project site, samples may be taken at
Project site. Samples will be identified, sealed, and certified by testing agency.
2. Testing agency will perform tests for compliance with product requirements.
3. Owner may direct Contractor to stop applying coatings if test results show materials
being used do not comply with product requirements. Contractor shall remove
noncomplying paint materials from Project site, pay for testing, and repaint surfaces
painted with rejected materials. Contractor will be required to remove rejected materials
from previously painted surfaces if, on repainting with complying materials, the two paints
are incompatible.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements
for maximum moisture content and other conditions affecting performance of the Work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter
as follows:
1. Concrete: 12 percent.
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2. Masonry (Clay and CMU): 12 percent.
3. Wood: 15 percent.
4. Gypsum Board: 12 percent.
5. Plaster: 12 percent.
C. Gypsum Board Substrates: Verify that finishing compound is sanded smooth.
D. Verify suitability of substrates, including surface conditions and compatibility with existing
finishes and primers.
E. Proceed with coating application only after unsatisfactory conditions have been corrected.
Application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Manual'
applicable to substrates indicated.
B. Remove hardware, covers, plates, and similar items already in place that are removable and
are not to be painted. If removal is impractical or impossible because of size or weight of item,
provide surface - applied protection before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to reinstall
items that were removed. Remove surface - applied protection if any.
C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease,
and incompatible paints and encapsulants.
Remove incompatible primers and reprime substrate with compatible primers or apply tie
coat as required to produce paint systems indicated.
D. Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk.
Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that
permitted in manufacturer's written instructions.
E. Masonry Substrates: Remove efflorescence and chalk. Do not paint surfaces if moisture
content or alkalinity of surfaces or mortar joints exceed that permitted in manufacturer's written
instructions.
F. Steel Substrates: Remove rust, loose mill scale, and shop primer, if any. Clean using
methods recommended in writing by paint manufacturer.
G. Shop -Primed Steel Substrates: Clean field welds, bolted connections, and abraded areas of
shop paint, and paint exposed areas with the same material as used for shop priming to comply
with SSPC -PA 1 for touching up shop -primed surfaces.
H. Galvanized -Metal Substrates: Remove grease and oil residue from galvanized sheet metal
fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that
promote adhesion of subsequently applied paints.
Aluminum Substrates: Remove loose surface oxidation.
J. Wood Substrates:
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1. Scrape and clean knots, and apply coat of knot sealer before applying primer.
2. Sand surfaces that will be exposed to view, and dust off.
3. Prime edges, ends, faces, undersides, and backsides of wood.
4. After priming, fill holes and imperfections in the finish surfaces with putty or plastic wood
filler. Sand smooth when dried.
3.3 APPLICATION
A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI
Manual."
1. Use applicators and techniques suited for paint and substrate indicated.
2. Paint surfaces behind movable equipment and furniture same as similar exposed
surfaces. Before final installation, paint surfaces behind permanently fixed equipment or
furniture with prime coat only.
3. Paint front and backsides of access panels, removable or hinged covers, and similar
hinged items to match exposed surfaces.
4. Do not paint over labels of independent testing agencies or equipment name,
identification, performance rating, or nomenclature plates.
5. Primers specified in painting schedules may be omitted on items that are factory primed
or factory finished if acceptable to topcoat manufacturers.
B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of
same material are to be applied. Tint undercoats to match color of topcoat, but provide
sufficient difference in shade of undercoats to distinguish each separate coat.
C. If undercoats or other conditions show through topcoat, apply additional coats until cured film
has a uniform paint finish, color, and appearance.
D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,
roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and
color breaks.
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E. Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety
and Security Work:
1. Paint the following work where exposed in equipment rooms:
a. Equipment, including panelboards and switch gear.
b. Uninsulated metal piping.
C. Uninsulated plastic piping.
d. Pipe hangers and supports.
e. Metal conduit.
f. Plastic conduit.
g. Tanks that do not have factory- applied final finishes.
h. Duct, equipment, and pipe insulation having cotton or canvas insulation covering
or other paintable jacket material.
2. Paint the following work where exposed in occupied spaces:
a. Equipment, including panelboards.
b. Uninsulated metal piping.
C. Uninsulated plastic piping.
d. Pipe hangers and supports.
e. Metal conduit.
f. Plastic conduit.
g. Duct, equipment, and pipe insulation having cotton or canvas insulation covering
or other paintable jacket material.
h. Other items as directed by Architect.
3. Paint portions of internal surfaces of metal ducts, without liner, behind air inlets and
outlets that are visible from occupied spaces.
3.4 FIELD QUALITY CONTROL
A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and
inspecting agency to inspect and test paint for dry film thickness.
1. Contractor shall touch up and restore painted surfaces damaged by testing.
2. If test results show that dry film thickness of applied paint does not comply with paint
manufacturer's written recommendations, Contractor shall pay for testing and apply
additional coats as needed to provide dry film thickness that complies with paint
manufacturer's written recommendations.
3.5 INTERIOR PAINTING SCHEDULE - EXISTING AREAS
A. Paint all existing ceiling and wall areas indicated on Drawings and specified under the Standard
Painting Applications listed in this Section.
B. Paint existing surfaces with system specified for new surfaces of same type construction,
except Prime Coat to be eliminated; prepare existing surface as directed by paint manufacturer.
C. Existing doors and frames will be painted as required by the applicable Master Specifications.
D. When painting existing surfaces, Contractor bears the responsibility of assuring compatibility of
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new paint materials with existing.
3.6 CLEANING AND PROTECTION
A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from
Project site.
B. After completing paint application, clean spattered surfaces. Remove spattered paints by
washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.
C. Protect work of other trades against damage from paint application. Correct damage to work of
other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and
leave in an undamaged condition.
D. At completion of construction activities of other trades, touch up and restore damaged or
defaced painted surfaces.
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SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Public -use washroom accessories.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product indicated. Include the following:
1. Construction details and dimensions.
2. Anchoring and mounting requirements, including requirements for cutouts in other work
and substrate preparation.
3. Material and finish descriptions.
4. Features that will be included for Project.
5. Manufacturer's warranty.
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1.3 CLOSEOUT SUBMITTALS
A. Maintenance Data: For toilet and bath accessories to include in maintenance manuals.
1.4 QUALITY ASSURANCE
A. Source Limitations: For products listed together in the same Part 2 articles, obtain products
from single source from single manufacturer.
B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
by a qualified testing agency, and marked for intended location and application.
1.5 COORDINATION
A. Coordinate accessory locations with other work to prevent interference with clearances required
for access by people with disabilities, and for proper installation, adjustment, operation,
cleaning, and servicing of accessories.
B. Deliver inserts and anchoring devices set into concrete or masonry as required to prevent
delaying the Work.
1.6 WARRANTY
A. Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to replace
mirrors that develop visible silver spoilage defects and that fail in materials or workmanship
within specified warranty period.
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1. Warranty Period: 15 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 MATERIALS
May 10, 2013
A. Stainless Steel: ASTM A 666, Type 304, 0.031 -inch minimum nominal thickness unless
otherwise indicated.
B. Brass: ASTM B 19, flat products; ASTM B 16/13 16M, rods, shapes, forgings, and flat products
with finished edges; or ASTM B 30, castings.
C. Steel Sheet: ASTM A 1008/A 1008M, Designation CS (cold rolled, commercial steel), 0.036 -
inch minimum nominal thickness.
D. Galvanized -Steel Sheet: ASTM A 653/A 653M, with G60 hot -dip zinc coating.
E. Galvanized -Steel Mounting Devices: ASTM A 153/A 153M, hot -dip galvanized after fabrication.
F. Fasteners: Screws, bolts, and other devices of same material as accessory unit and tamper -
and -theft resistant where exposed, and of galvanized steel where concealed.
G. Chrome Plating: ASTM B 456, Service Condition Number SC 2 (moderate service).
H. ABS Plastic: Acrylonitrile- butadiene - styrene resin formulation.
2.2 PUBLIC -USE WASHROOM ACCESSORIES
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include:
1. Bradley Corporation.
B. Schedule: Refer to Drawings.
2.3 FABRICATION
A. General: Fabricate units with tight seams and joints, and exposed edges rolled. Hang doors
and access panels with full - length, continuous hinges. Equip units for concealed anchorage
and with corrosion- resistant backing plates.
B. Keys: Provide universal keys for internal access to accessories for servicing and resupplying.
Provide minimum of six keys to Owner's representative.
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PART 3 - EXECUTION
3.1 INSTALLATION
A. Install accessories according to manufacturers' written instructions, using fasteners appropriate
to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and
firmly anchored in locations and at heights indicated.
B. Grab Bars: Install to withstand a downward load of at least 250 Ibf (1112 N), when tested
according to ASTM F 446.
3.2 ADJUSTING AND CLEANING
A. Adjust accessories for unencumbered, smooth operation. Replace damaged or defective items.
B. Remove temporary labels and protective coatings.
C. Clean and polish exposed surfaces according to manufacturer's written recommendations.
END OF SECTION 102800
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