HomeMy WebLinkAbout20051491.tiff a
PROJECT MANUAL
for
NEW FABRICATION AND OFFICE FACLLITY
BAG BIG R
RMANUFACTURING AND
DISTRIBUTING, INC.
.i GREELEY' COLORADO
1 Rcbcrts
/rchitccts
809 91h sheet
Greeley.Colpodo 80631
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2005-1491
PROJECT MANUAL FOR: NEW FABRICATION AND OFFICE FACILITY
GREELEY, COLORADO
August 9, 1993
OWNER: BIG R MANUFACTURING AND DISTRIBUTING, INC.
602 4th Avenue
Greeley, Colorado 80631
ARCHITECT: ROBERTS ARCHITECTS
809 9th Street
Greeley, Colorado 80631
Phone: (303)353-7232
CIVIL/STRUCTURAL ENGINEER: WERNSMAN ENGINEERING, INC.
809 9th Street
Greeley, Colorado 80631
Phone: (303)353-4463
MECHANICAL ENGINEER: COLORADO CONSULTING ENGINEERS, LTD.
9861 West 86th Place
Arvada, Colorado 80005
Phone: (303)421-3641
ELECTRICAL ENGINEER: J.T. COLLINS & ASSOCIATES, INC.
, •2900 Valmont Road, Suite H
Boulder, Colorado 80301
Phone: (303)447-1737
TABLE OF CONTENTS
NEW FABRICATION AND OFFICE FACILITY
BIG R MANUFACTURING AND DISTRIBUTING, INC.
GREELEY, COLORADO
BIDDING REQUIREMENTS
NOTICE TO BIDDERS
INSTRUCTIONS TO BIDDERS
BID FORM
CONDITIONS OF THE CONTRACT
GENERAL CONDITIONS (AIA DOCUMENT A201)
SUPPLEMENTARY CONDITIONS
TECHNICAL SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
01010 - SUMMARY OF WORK
01020 - ALLOWANCES
01030 - ALTERNATES
01045 - MATERIALS AND EQUIPMENT
01300 - SUBMITTALS, PRODUCTS, AND SUBSTITUTIONS
01500 - TEMPORARY FACILITIES AND CONTROLS
01700 - PROJECT CLOSEOUT
DIVISION 2 - SITEWORK
02110 - SITE CLEARING
02200 - EARTHWORK '
02513 - ASPHALT CONCRETE PAVING
02550 - SITE UTILITIES
02740 - SEPTIC SYSTEM
DIVISION 3 - CONCRETE
03310 - CAST-IN-PLACE CONCRETE WORK
03520 - LIGHTWEIGHT CONCRETE
TABLE OF CONTENTS - PAGE 1
DIVISION 4 - MASONRY
04200 - UNIT MASONRY
04270 - GLASS BLOCK
DIVISION 5 - METALS
05120 - STRUCTURAL STEEL
05210 - STEEL JOISTS
05300 - METAL DECKING
05400 - LIGHTGAGE METAL FRAMING
05500 - METAL FABRICATIONS
DIVISION 6 - WOOD AND PLASTICS
06100 - ROUGH CARPENTRY
06200 - FINISH CARPENTRY
06400 - ARCHITECTURAL WOODWORK
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07160 - BITUMINOUS DAMPPROOFING
07200 - INSULATION
07240 - EXTERIOR INSULATION AND FINISH SYSTEM
07530 - SINGLE-PLY ROOFING SYSTEM
07600 - FLASHING AND SHEET METAL
07700 - ROOF ACCESSORIES
07900 - JOINT SEALERS
DIVISION 8 - DOORS AND WINDOWS
08110 - STEEL DOORS AND FRAMES
08210 - WOOD DOORS
08305 - SPECIAL DOORS
08360 - SECTIONAL OVERHEAD DOORS
08410 - ALUMINUM ENTRANCES AND STOREFRONT
08520 - ALUMINUM WINDOWS
08710 - BUILDERS ,HARDWARE
08800 - GLASS AND GLAZING
DIVISION 9 - FINISHES
09250 - GYPSUM DRYWALL
09300 - TILE
09510 - ACOUSTICAL CEILINGS
09650 - RESILIENT FLOORING
09680 - CARPETING
09900 - PAINTING
TABLE OF CONTENTS - PAGE 2
DIVISION 10 - SPECIALTIES
10160 - TOILET PARTITIONS
10800 - TOILET ACCESSORIES
DIVISION 11 - EQUIPMENT
11132 - PROJECTION SCREENS
DIVISION 12 - FURNISHINGS
12390 - KITCHEN CABINETS
12690 - ENTRANCE MATS
DIVISION 13 - SPECIAL CONSTRUCTION
13120 - PRE-ENGINEERED BUILDINGS
DIVISION 14 - CONVEYING SYSTEMS
DIVISION 15 - MECHANICAL
15010 - BASIC MECHANICAL REQUIREMENTS
15050 - BASIC MATERIALS AND METHODS
15250 - INSULATION
15400 - PLUMBING
15550 - HEAT GENERATION
15750 - HEAT TRANSFER
15880 - AIR DISTRIBUTION
15990 - ADJUSTING AND BALANCING
DIVISION 16 - ELECTRICAL
TO BE ISSUED AT A LATER DATE
TABLE OF CONTENTS - PAGE 3
BIDDING REQUIRD 4TS
NOTICE TO BIDDERS
Big "R" Manufacturing and Distributing, Inc. , will receive sealeu
proposals from General Contractors for construction of a new
manufacturing and office facility until 5:00 PM Wednesday, September 1.
1993 at the offices of Roberts Architects, 809 Ninth Street, Greeley.
Colorado. The project will be located in the West halt of Section 29,
Township 6 North, Range 65 West of the 6th P.M. , Weld County, Colorado.
All bids will be privately opened and acknowledged by the Owner.
The scope of construction work is generally described as follows:
Approximately 19,800 square feet of pre-engineered steel
manufacturing area and 8,527 square feet of conventional
steel frame office area consisting of two levels.
General Contractors invited to submit proposals for this work are listed
below:
DO STEEL BUILDINGS CANY
1503 2nd Avenue
Greeley, Colorado 353-3137
LANDMARK BUILDERS
813 East 18th Street
Greeley, Colorado 356-8868
MACRUM BUILDING SYSTEMS, INC.
2430 6th Avenue
Greeley, Colorado 353-7364
Contract documents will be available at the office of the Architect,
Monday, August 9, 1993.
NOTICE TO BIDDERS PAGE 1 OF 2
Contract documents nay be obtained fran the Architect upon deposit of
fifty dollars ($50.00) per set, refundable upon return of the documents
in good condition within five (5) days after bids are
received. A maximum of five (5) sets of Contract Documents will be
issued to invited General Contractors.
The Owner reserves the right to reject any or all proposals and to waive
any informalities in the bids
7-
Sidger
NOTICE TO BIDDERS PAGE 2 OF 2
INSTRUCTIONS TO BIDES
EXAMINATION OF SITE: Prior to the submittal of proposals, each Bidder
shall make, and will be deemed to have made, a thorough examination of
the site of the Work and all conditions existing thereon.
EXAMINATION OF CONTRACT DOCUMENTS: Before submitting proposals, Bidders
shall carefully examine the complete Contract Documents, including the
Drawings and Specifications, and shall bring any discrepancies to the
attention of the Architect.
CONDITIONS OF THE WORK: Each bidder shall inform himself fully of the
conditions relating to construction of the project and the employment of
labor thereon. Failure to do so will not relieve a successful Bidder of
his obligation to furnish all material and labor necessary to carry out
the provisions of the Contract.
LAWS AND REGULATIONS: The Bidder's attention is directed to the tact
that all applicable State laws, Municipal ordinances and the rules and
regulations of all authorities having jurisdiction over the construction
of the project shall apply to the Contract throughout and they will be
deemed to be included in the Contract the same as if written therein in
full .
INTERPRETATION OF CONTRACT DOCUMENTS: Prospective Bidders requiring
further information or interpretation of the Contract Documents
(Drawings and Specifications) shall request such data in writing.
CHANGES AND SUBSTITUTIONS:
A. Items herein specified under manufacturer's names and catalog -
numbers are intended as a basis of quality and not as a closed
` - specification unless otherwise noted.
B. Items other than those 'specifically named in the Specifications,
or as shown on the drawings will be considered provided requests
for approval of such items are received by the Architect, and are
accompanied by complete catalog sheets and other pertinent data,
which will make it possible for the Architect to properly evaluate
the items proposed for use. If, in the Architect's opinion, the
item or items proposed for use are equal to the items specified in
design, quality, material and function, he will issue an addendum
to all bidders listing all such items approved for use.
INSTRUCTIONS TO BIDDERS PAGE 1 of 4
estions, inquiries, and requests for
1 be issued in the form of Addenda, and copies
ssued to all prospective Bidders. Also,
uring the bidding period, be advised by
deletions fran or changes in the requirements
The Architect and the Owner will not be
ticity or correctness or oral interpretations
or for information obtained in any other
dia of Addenda. Receipt of each Addendum shall
in their proposals and each Addendum shall be
tract Documents. Failure to acknowledge
ued may invalidate a proposal as incomplete.
osals shall be submitted on forms furnished
ich are bound in the specifications. All
orm mist be completed.
oosals: Completed proposals shall be
envelopes clearly marked with the name of the
s on the cover page of the Specifications
3 address of the Bidder.
roposal : Should an invited Bidder fail to
ter receiving Drawings and Specifications, he
in ents to the Architect in order to otain the
ers: A Bidder, in submitting a proposal ,
hat he is fully qualified, properly licensed
to properly perform the work in accordance
laws and local ordinances having jurisdiction.
L_ A Bidder may withdraw his proposal,
by telegraphic or written request at any
:reduled closing time for the receipt of
opening of proposals, they may not be
d of thirty (30) days after the date
≥ring of bids.
PAGE 2 of 4
F. Telegraphic Modification: Any Bidder may modify his bid by
telegraphic communication at any time prior to the sheduled
closing time. The telegraphic communication should not reveal the
bid price but should provide the addition or subtraction or other
modification so that the final price or terms will not be known
by the Owner until the sealed bid is opened. If written
conformation is not received within two days from closing time, no
consideration will be given the telegraphic modification.
BID OPENING:
Bids will be privately opened and acknowledged at the place, date and
hour announced in the Notice to Bidders letter included in the Bidding
Documents. All bidders will be advised in writing of all bids received
when the contract award is made by the Owner.
INSTRUCTIONS TO BIDES PAGE 3 of 4
ntract will be awarded on the basis of the
mined by the Owner, of lowest dollar amount,
ion. The Owner reserves the right to accept
tted or reject any or all proposals, and to
✓ informalities in any proposal as his
Proposal reflects the requirements for the
hown on the accompanying Drawings. The
roposal Form and noted on the Drawings provide
etions or substitutions. Any award that
e made on the basis of the lowest aggregate
of the Base Bid plus or minus the Alternate or
Owner. The Owner reserves the right to accept
nates.
AGREEKENT
which the successful Bidder, as contractor
xecute is an AIA Document A101, 1987 edition,
ican Institute of Architects. A copy of this
e for inspection at the office of the
LIANCE:
Federally assisted through a loan by the U.S.
3ninistraticn (SBA) . The Contractor must
iscrimination Provisions set forth in the
iditions.
ill be required to execute the U.S. Small
tration AGREEMENT OF COMPLIANCE, a copy of
Ni in the Supplementary Conditions.
ys prior to the date set for signing the '
:tor shall deliver to the Owner Certificates
juted AGREEMENT OF COMPLIANCE. Said documents
ie Owner before signing of the agreement.
deliver said documents as specified may be
abandoned the Contract.
PAGE 4 of 4
BID FORM
TO: Big "R" Manufacturing and Distributing, Inc.
602 4th Avenue
Greeley, Colorado 80631
Having examined the plans, specifications and addenda prepared by:
ROBERTS ARCHITECTS
809 Ninth Street
Greeley, Colorado 80631
and having familiarized ourselves with the site and job conditions, the
undersigned does hereby tender the following bid for construction of the
Manufacturing and Office facility of Big "R" Manufacturing and
Distributing, Inc. , of Greeley, Colorado, in accordance with said plans,
specifications and addenda.
Our firm price bid is in the total amount of:
Dollars (S
BID FORM PAGE 1 of 5
>rice for deduction from our base bid in
bids as outlined under Section 01030 of the
feet of crane run as described in Section
tions and Drawing No. A2.
Dollars ($
:acturing" Portion of the facility as described
Specifications and Drawing No. Al and A3.
Dollars ($
office area interior framing and finishes
ribed in Section 01030 of the Specifications
Dollars (S
PAGE 2 of 5
UNIT COSTS
We submit the following unit costs for materials described as:
On-site material compacted fill : /cu.yd.
Asphaltic Concrete: /sq.ycl
Gravel Base course: /sq.yd.
General Contractor fee
for Additions to the work.
General Contractor fee
for Deletions from the work.
P .
BID FORM PAGE 3 of 5
TIME OF COMPLETION
The undersigned agrees, if awarded a Contract for this work, to commence
work under the Contract within five (5) days after Notice to Proceed,
and agrees to substantially complete the work within
calendar days, and, failing to do so, agrees to pay, as liquidated
damages, the sun of $ 200.00 for each consecutive calendar day
thereafter that the work remains uncompleted.
ADDENDA
The undersigned acknowledges receipt of Addenda:
NO. : DATED:
NO. : DATED:
NO. : DATED:
Upon receipt of "NOTICE OF AWARD" the undersigned agrees to execute a
formal contract for the work within five (5) days of receipt of such
notice and will deliver to the Owner the required certificates for
insurance as required for the specifications.
The undersigned has carefully checked all of the above figures and
understands that neither the Owner nor the Architect will be responsible
for any errors or omissions on the part of the undersigned in making
this proposal .
The undersigned recognizes the Owner's right to accept or reject any or
all bids submitted and award a contract on any combination of base bid
and alternates.
BID FORM PAGE 4 of 5
The undersigned further agrees that this proposal shall be good and
shall not be withdrawn for a period of thirty (30) calendar days alter
the scheduled closing time for receipt of bids.
Respectively submitted:
Name
By Title
Address
Dated this Day of 1993
S E A L (if bidder is a Corporation)
BID FORM PAGE 5 of 5
CONDITIONS OF THE CONTRACT
GENERAL CONDITIONS
The "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", Document
A-201, issued by the American Institute of Architects, latest edition,
and its Supplements, if any, relates directly to the Work of the Project
and is hereby made a part of the Contract as though fully contained in
these Specifications.
The Contractor is hereby specifically directed, as a condition of the
Contract, to obtain the necessary number of copies of Document A-201, to
aquaint himself with Articles contained therein and to notity and
appraise all Subcontractors, Sub-subcontractors, suppliers and any ot .er
parties to the Contract or individuals or agencies engaged on the Work
as to its contents.
No contractual adjustments shall be due or became exigent as a result of
failure on the part of the Contractor to fully aquaint himself and all
other parties to the Contract with the conditions of Document A-201.
SUPPLEMENTARY CtiI DITIONS
GENERAL COND TIONS
The following supplements modify the "General Conditions of the Contract
for Construction," AIA Document A201, Fourteenth Edition, 1987. Where a
portion of the General Conditions is modified or deleted by these
Supplementary Conditions, the unalteredtportions of the General
Conditions shall remain in effect.
ARTICLE 2; OWNER
Delete Subparagraph 2.2.5 and substitute the following:
2.2.5 The Contractor will be furnished free of charge fifteen (15)
copies of Drawings and Project Manuals. Additional sets will be
furnished at the cost of reproduction, postage and handling.
ARTICLE 3; OONTRACTOR
3.4 Labor and Materials
Add the following Subparagraphs 3.4.3 and 3.4.4 to 3.4
3.4.3. After the Contract has been executed, the Owner and the Architect
will consider a formal request for the substitution of products in place
of those specified only under the conditions set forth in the General
Requirements (Division 1 of the Specifications)
3.4.4. By making requests for substitutions based on Subparagraph 3.4.3
above, the Contractor:
.1 represents that the Contractor has personally investigated the
proposed substitute product and determined that it is equal or
superior in all respects to that specified;
.2 represents that the Contractor will provide the same warranty
for the substitution that the Contractor would for that
specified;
.3 certifies that the cost data presented is complete and
includes all related costs under this Contract except the
Architect's redesign costs, and waives all claims for
additional costs related to the substitution which
subsequently become apparent; and
.4 will coordinate the installation of the accepted substitute,
making such changes as may be required for the Work to be
complete in all respects.
SUPPLEMENTARY CONDITIONS PAGE 1
3.7 Permits, Fees and Notices
3.7.1 Delete Subparagraph 3.7.1 and substitute the following:
3.7.1.1 The Owner shall submit Drawings and Specifications to the local
authority for plan review during the bidding period. Plan review fees
shall be paid by the Owner.
3.7.1.2 The Owner shall secure and pay for the building, mechanical ,
electrical and plumbing permits, the health and environmental impact
fees due to water and sewer connections,' and the zoning regulation tees
and permits. The Contractor shall secure and pay for all other permits
and governmental fees, licenses and inspections necessary for proper
execution of and completion of the Contract which are legally required
when bids are received or negotiations concluded.
ARTICLE 9; PAYMENTS AND COMPLETION
9.3 Applications for Payment
9.3.1 Add the following sentence to Subparagraph 9.3.1:
The form of Application for Payment shall be a notarized AIA Document
6702, Application and Certification for Payment, supported by AIA
Document G703, Continuation Sheet.
Add the following Paragraph 9.11 to Article 9:
9.11 Liquidated Damages
9.11.1 The Contractor and the Contractor's surety, if any, shall be
liable for and shall pay the Owner the suns hereinafter stipulated as
liquidated damages for each calender day of delay until the Work is
substantially complete: Two Hundred and no/100 Dollars (5200.00 )
ARTICLE 11; INSURANCE AND BONDS
11.1.1.8 Liability Insurance shall include all major divisions of
coverage and be on a comprehensive basis including:
1. Premises Operations (including X, C and U coverages as
applicable).
2. Independent Contractors' Protective.
3. Products and Completed Operations.
4. Personal Injury Liability with aTployment Exclusion deleted.
5. Contractual , including specified provision for Contractor's
obligation under Paragraph 3.18.
6. Owned, non-owned and hired motor vehicles.
7. Broad Form Property Damage including Completed Operations.
SUPPLEI4E21TARY CONDITIONS PAGE 2
11.1.1.9 If the General Liability coverages are provided by a Commercial
General Liability Policy on a claims-made basis, the policy date or
Retroactive Date shall predate the Contract; the termination date of the
policy or applicable extended reporting period shall be no earlier than
the termination date of coverages required to be maintained after final
payment, certified in accordance with Subparagraph 9.10.2.
Add the following Clause 11.1.2.1 to 11.1.2:
11.1.2.1 The insurance required by Subparagraph 11.1.1 shall be written
for not less than the following limits, or greater if required by law:
1. Workers' Compensation:
(a) State: Statutory
(b) Applicable Federal: Statutory
(c) &ployer's Liability: $300,000 per Accident
2. Comprehensive or Commercial General Liability (including
Premises-Operations; Independent Contractors' Protective;
Products and Completed Operations; Broad Form Property
Damage):
(a) Bodily Injury
$500,000 Each Occurance
(b) Property Damage:
$300,000 Each Occurance
(c) Products and Completed Operations to be maintained for one
year after final payment. : Same limits as above
(d) Property Damage Liability Insurance shall provide X, C and
U coverage.
(e) Broad Form Property Damage Coverage shall include
Completed Operations.
3. Contractual Liability:
(a) Bodily Injury:
$500,000 Each Occurance
(b) Property Damage:
$300,000 Each Occurance
4. Business Auto Liability (including owned, non-owned and hired
vehicles):
(a) Bodily Injury:
$25,000 Each Person
$500,000 Each Occurance
(b) Property Damage:
$300,000 Each Occurance
11.1.3 Add the following sentence to Subparagraph 11.1.3:
If this insurance is written on the Comprehensive General Liability
policy form, the Certificates shall be AIA Document G705, Certificate of
Insurance. If this insurance is written on a Commercial General
Liability policy form, ACORD form 25S will be acceptable.
SUPPLEMENTARY CONDITIONS PAGE 3
L.
ea
The Applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employ-
ment
PP 9 q PP ty P
practices when it participates in federally assisted construction work.
The Applicant agrees that is will assist and cooperate actively with SBA and the Secretary of Labor in obtaining
the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations and
relevant orders of the Secretary of Labor, that it will furnish SBA and the Secretary of Labor such information as
they may require for the supervision of such compliance, and that it will otherwise assist SBA in the discharge of
the Agency's primary responsibility for securing compliance. The Applicant further agrees that it will refrain from
entering into any contract or contract modification subject to Executive Order 11246, as amended, and will carry
out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors
and subcontractors by SBA or the Secretary of Labor or such other sanctions and penalties for violation thereof as
may, in the opinion of the Administrator, be necessary and appropriate.
In addition, the Applicant agrees that it if fails or refuses to comply with these undertakings SBA may take any or
all of the following actions: cancel, terminate or suspend in whole or in part the loan; refrain from extending any
further assistance to the applicant under the programs with respect to which the failure or refusal occurred until
satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Depart-
ment of Justice for appropriate legal proceedings.
In consideration of the approval by the Small Business Administration of a loan to
Applicant, said Applicant and
the general contractor, mutually promise and agree that the(y)will comply with all nondiscrimination provisions and
requirements of Executive Order 11246, as amended.
Executed the day of 19_.
Name. Address, & Phone No. of Applicant
By
• Typed Name & Title of Authorized Official
Corporate Seal Signature of Authorized Official
Name, Address, & Phone No. of Subrecipient
By
Typed Name & Title of Authorized Official
Corporate Seal Signature of Authorized Official
•
- J
bf3A rwnn eel ii0 ti51 REF SCP 9030 Previous editions are obsolete 11.S.Goarrnani Pitney MCC iW1-222 28567
TECHNICAL SPECIFICATIONS
DIVISION 1 - GENERAL RSO[JIRfl4 4TS
K
SECTION 01010 - SUMMARY OF WORK
A. WORK COVERED BY CONTRACT DOCUMENTS
This work includes the furnishing of all labor, materials,
services, equipment and appliances in conjunction with the
construction, including sitework, of new manufacturing and office
facilities for Big R Manufacturing and Distributing, Inc. except
as otherwise described below under WORK BY OTHERS.
B. WORK BY OTHERS
1. All furniture and loose furnishings including appliances.
2. Interior and exterior signage except project identification sign.
3. Telephone system (Contractor to provide wiring conduit and outlets) .
4. Manufacturing equipment (Contractor to provide utility rough-ins and
final connnections to equipment) .
5. Crane systems and rails except related site work, footings, rail
placement and final utility connections.
6. Rail spur including final grading, materials and construction.
7. Relocation of existing high pressure gas lines.
8. All work pertaining to buried forced main from existing well pump to
existing irrigation ditch.
9. Landscaping work including underground sprinkler system, seeding, sodding
and plantings.
10. Specific work items indicated on Drawings "By Others".
C. CONDITIONS AND REQUIREMENTS
1. GENERAL: Division 1 - General Requirements shall govern work under all
divisions of the Specifications.
2. SPECIFICATION LANGUAGE EXPLANATION: Specifications are of abbreviated,
simplified or streamlined type and include incomplete sentences.
Omissions of words or phrases such as "the Contractor shall", "in
conformity therewith", "shall be", "as noted on drawings", "a",
"the", are intentional. Supply omitted words "shall be" or
"shall" by inference when colon is used within sentences or
phrases. Supply words "on the Drawings" by inference when "as
indicated" is used with sentences or phrases. "Provide" shall
mean furnish and install. For purposes of these specifications
"Architect" shall mean Owner or Owner's authorized representative
and "Owner" shall mean Owner or Owner's authorized representative.
3. APPLICABLE CODES: All work shall conform to the latest edition of the
Uniform Building Code as adopted by the local authority and all
applicable national, state and local codes and ordinances.
4 . PERMITS AND FEES: The Owner shall submit Drawings and Specifications to
01010 - 1
the local authority for plan review during the bidding period.
Plan review fees shall be paid by the Owner. The Owner shall
secure and pay for the building, mechanical, electrical and
plumbing permits, the health and environmental impact fees due to
water and sewer connections, and the zoning regulation fees and
permits. The Contractor shall secure and pay for all other
permits and governmental fees, licenses and inspections necessary
for proper execution of and completion of the Contract which are
legally required when bids are received or negotiations concluded.
5. CONTRACTOR USE OF PREMISES: Coordinate all sitework, access to site,
storage of materials and related work by others within the limits of
construction as indicated on drawings.
6. EXAMINATION OF SITE: Failure to visit site will in no way relieve any
Contractor from necessity of furnishing materials or performing
work that may be required to complete work in accordance with
Drawings and Specifications without additional cost to the Owner.
7. COORDINATION: Coordinate work of the various sections of Specifications
to assure efficient and orderly sequence of installation of
construction elements with provisions for accommodating items
installed later. Coordinate the installation and/or final
connections of all items furnished by the Owner.
END OF SECTION
I
01010 - 2
SECTION 01020 - ALLOWANCES
A. Amount of each allowance includes net cost of product, delivery and
unloading at site, and applicable taxes .
B. In addition to amounts of allowances, include in Bid, for inclusion in
Contract Sum, Contractor's costs for handling at site, protection from
damage, labor, installation, finishing, other expenses required to
complete installation, overhead and profit.
C. Should actual cost be more or less than specified amount of allowance,
Contract Sum will be adjusted by Change Order equal to amount of
difference.
D. Purchase and install products under each allowance as directed by the
Architect. Include following amounts in Bid, for inclusion in Contract
Sum:
1. Section 08710, Builders Hardware: Allow lump sum of $5, 000.00, for
purchase of Builders Hardware.
2. Section 09680, Carpeting: Allow 515.00 per square yard for purchase
of carpeting.
END OF SECTION
01020 - 1
required. The testing agency shall distribute one copy each of
all reports to the offices of the Owner, the Architect and the
Contractor .
END OF SECTION
1
� I
01500 - 2
DIVISISV 2 - SITE WQU(
• SECTION 02110 - SITE CLEARING
PART 1 - GENERAL
1.01 SUMMARY
A. Clear and grub trees, stumps, vegetation, debris, rubbish, and designated
improvements from site.
B. Protect trees, landscaping, site improvements, and other items not
scheduled for clearing, or that might be damaged by construction
activities.
C. Strip topsoil and stockpile at approved location on-site.
D. Provide temporary erosion and dust control.
1.02 SUBMITTALS
A. Submit for approval schedule of site clearing.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Use experienced workmen.
PART 2 - PRODUCTS - Not Applicable To This Section.
PART 3 - EXECUTION
3.01 CLEARING
A. Prevent damage to existing improvements indicated to remain, including
improvements on and off site. Protect existing trees and vegetation
indicated to remain. Do not stockpile materials and restrict traffic
within drip line of trees. Provide and maintain temporary guards to
encircle trees or groups of trees; obtain approval before beginning work.
B. Water vegetation as required to maintain health. Cover temporarily
exposed roots with wet burlap and backfill as soon as possible . Coat cut
plant surfaces with approved, emulsified asphalt plant coating.
C. Repair or replace vegetation which has been damaged or pay damages.
Remove heavy growths of grass before stripping. Stockpile satisfactory
topsoil without stones, foreign matter and weeds in locations directed.
D. Completely remove all improvements including stumps and debris except for
those indicated to remain. Remove below grade improvements at least 12"
below finish grade and to the extent necessary to not interfere with new
construction. Remove abandoned mechanical and electrical work as
required.
ti
02110 - 1
E. Prevent erosion and siltation of streets, catch basins and piping.
Control windblown dust. Remove waste materials and unsatisfactory
topsoil from site and dispose of in a legal manner.
END OF SECTION
02110 - 2
SECTION 02200 - EARTHWORK
PART 1 - GENERAL
1.01 SUMMARY
A. Perform excavation, filling, compacting and grading operations both
inside and outside building limits as required for below-grade
improvements and to achieve contours and elevations indicated. Provide
trenching and backfill for mechanical and electrical work and utilities.
B. Provide subbase materials, drainage fill, and common fill materials for
slabs, pavements, and improvements.
C. Provide suitable fill from offsite if on-site quantities are
insufficient, and dispose of excess fill offsite.
D. Provide rock excavation without blasting unless blasting is specifically
authorized.
1.02 SUBMITTALS
A. Submit for approval test reports.
1.03 QUALITY ASSURANCE
A. An independent testing laboratory shall be employed in accordance with
Section 01500, Testing Laboratory Services, to inspect all compacted fill
and for compacted backfill placed on the project.
1.04 SUBSURFACE CONDITIONS
A. A Geotechnical Engineering Report No. 93-7484, dated February 5, 1993,
has been prepared by CDS ENGINEERING CORPORATION. A copy of the report
may be inspected at the office of the Architect.
B. This report was obtained only for use in foundation and parking area
design and is not a part of the Contract Documents . The report is
available for the Contractor's information but is not a warranty
of the subsurface conditions. The Contractor may use the report
at his own risk.
C. The Contractor should visit the site and acquaint himself with site
conditions. The Contractor may make his own subsurface
investigation to satisfy himself with site and subsurface
conditions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Clean, on-site soils or imported materials shall be used for the
02200 - 1
following:
1. General Site Grading 4. Exterior Slab Areas
2. Foundation Areas 5. Pavement Areas
3. Interior Floor Slabs 6. Foundation Backfill
B. Select granular materials shall be used as backfill behind earth
retaining structures.
C. Frozen soils shall not be used as fill or backfill.
D. Imported soils, if required, shall conform to the following:
Gradation (ASTM C136) : percent finer by weight
6" 100
3" 70-100
No. 4 Sieve 50-100
No. 200 Sieve 15 (max)
Liquid Limit 30 (max)
Plasticity Index 15 (max)
Maximum expansive potential(%) 1.5
E. Aggregate base shall conform to Colorado Department of Transportation
Class 5 or 6 specifications.
PART 3 - EXECUTION
3.01 EXCAVATION :
A. Excavate for footings and walls to depths indicated and as required for
aggregate base below slabs.
B. Control water from entering excavations. Provide pumping and well points
as required to control water within excavations.
C. Where overexcavation occurs, whether unauthorized or as required by
Testing Laboratory, fill to required subgrades with compacted
materials per Testing Laboratory recommendations at no extra cost
to Owner.
3.02 PLACEMENT OF FILL MATERIAL
A. Site Preparation
1. Scope
This item shall consist of clearing and grubbing, removal of
existing structures, and preparation of land to be filled,
preparation of the site from which the fill material is to be
f borrowed, and all subsidiary work necessary to prepare the site to
02200 - 2
be filled according to the plans and specifications.
2. Description of Work
All timber, logs, trees, brush and rubbish shall be removed and
disposed of in a manner approved by the Engineer .
All vegetation and substantial amount of topsoil shall be removed
fromm the surface upon which the fill is to be placed. The surface
shall then be scarified to a depth of at least six inches (6"), and
until it is free from such defects that would hinder the uniform
compaction by the equipment used.
When fills are made upon hillsides or slopes, the original ground
shall be scarified deeply, or benched, if slopes are in excess of
five (5) horizontal to one (1) vertical are encountered, or as
directed by the Engineer.
B. Placement of Fills
1. Scope
This item shall consist of compaction of the area to be filled,
backfilled, filling of the land, compaction and control of the fill,
and all subsidiary work necessary to complete the grading according
to the plans and specification.
Field density tests shall be made by the Engineer on each layer of
fill according to ASTM D1556, D2167, or D2922. Tests shall be taken
in the compacted layer, below the disturbed surface. If the tests
show inadequate density, that layer or portion of the layer shall be
reworked until the required density is obtained.
Fill material shall not be placed on frozen or thawing ground, or
during unfavorable weather conditions. Fill operations shall not
begin or resume until the base, or previous fill, is certified at
the required density and moisture content.
2. Description of Work.
After the site to be filled has been properly prepared, it shall be
bladed until it is uniform and free of large clods. The foundation
for the fill shall be brought to the proper moisture content and
compacted to not less than 95% of maximum dry density, in accordance
with current ASTM D698, or to such other density as may be
determined appropriate for the materials and conditions and
acceptable to the Engineer.
Materials for fill shall consist of materials selected or approved
by the Engineer. The materials shall be borrowed from sites
selected or approved by the Engineer, and shall be free of
r vegetation or other deleterious materials, and shall not contain
02200 - 3
rocks or lumps larger than six inches (6") in diameter.
The fill material shall be placed in uniform layers and compacted to
meet the requirements as directed by the Engineer. Each layer shall
be thoroughly mixed to insure uniformity in each layer. Compacted
layer thickness shall be no greater than six inches (6") unless
approved otherwise by the Engineer.
If selected or approved fill material contains rock, the maximum
rock size shall be six inches (6" ) in diameter. Care should be
taken to insure all voids are filled. No large rocks shall be
placed within twelve inches (12") of the finished surface.
Each layer shall be thoroughly compacted to the specified density.
The required density shall normally be 95% of maximum dry density,
as provided in accordance with ASTM D698. The compacted density may
vary according to the type of material used, and will be specified
by the Engineer.
Compaction of the fill shall be such that a uniform density is
obtained. Compaction shall be accomplished within 2% of the optimum
moisture content.
All slopes shall be compacted until the slopes are stable, but not
too dense to prohibit slope control planting. Slope compaction may
be done in increments as the fill progresses or when the fill is
brought to its total height.
3.04 INSTALLATION
A. Maintain stability of excavations; provide shoring and bracing as
required by authorities having jurisdiction. Prevent surface and
subsurface water from accumulating in excavations. Stockpile
satisfactory materials for reuse, allow for proper drainage and do not
stockpile materials within drip line of trees to remain.
B. Grade to within 1/2" above or below required subgrade and within a
tolerance of 1/2" in ten feet.
C. Protect newly graded areas from traffic and erosion. Recompact and
regrade settled, disturbed and damaged areas as necessary to restore
quality, appearance, and condition of work.
D. Control erosion and windblown dust. Dispose of waste and unsuitable
materials off site in a legal manner.
END OP SECTION
C
02200 - 4
SECTION 02513 - ASPHALT CONCRETE PAVING
PART 1 - GENERAL
1.01 SUMMARY
A. Provide asphalt concrete paving for following applications and prepared
subbase and compacted base.
1. Roads.
2. Parking areas.
3. Driveways.
1.02 SUBMITTALS
A. Submit for approval asphalt concrete mix design, certification, test
reports.
1.03 QUALITY ASSURANCE
A. Provide certification signed by asphalt concrete producer and contractor
, certifying that materials comply with specification requirements.
B. Provide asphalt concrete mix design stating the Marshall or Hveem
properties, optimum asphalt content, job mix formula, and
recommended mixing and placing temperatures.
1.04 PAVING QUALITY REQUIREMENTS
A. DENSITY: Minimum acceptable density of in-place course material is 95%
Marshall or Hveem density (ASTM D-1559) .
B. THICKNESS: In-place compacted thickness will not be acceptable if
exceeding the following variation from required thicknesses.
1. Base Course: 1/2", plus/minus.
2. Surface Course: 1/2", plus/minus.
C. SURFACE SMOOTHNESS: Test finished surface of each asphalt concrete
course for smoothness, using a 10 ft. straight edge applied
parallel to and at right angles to centerline of paved areas.
Surfaces will not be acceptable if exceeding the following:
1. Base Course: 1/4" in 10 feet.
2. Surface Course 1/4" in 10 feet.
No ponding of water is acceptable.
PART 2 - PRODUCTS
2.01 MATERIALS
02513 - 1
A. Prime coat: Cut-back asphalt type.
B. Tack coat: Emulsified asphalt.
C. Asphalt Concrete: Colorado Department of Transportation Grading E
specifications.
D. Aggregate: Crushed stone or crushed gravel .
E. Traffic paint: Quick-drying chlorinated-rubber alkyd type.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Asphalt/aggregate Mixture: Comply with Colorado Department of
Transportation specifications.
B. Remove loose material from compacted subbase. Proof roll and check for
areas requiring additional compaction. Report unsatisfactory conditions
in writing. Beginning of work means acceptance of subbase.
C. Apply prime coat to prepared subbase. Apply tack coat to previous laid
work and adjacent in-place concrete surfaces.
D. Place asphalt concrete at minimum temperature of 225 degrees F in strips
not less than 10' wide overlapping previous strips. Complete entire base
course before beginning surface course.
E. Begin rolling when pavement can withstand weight of roller. Roll while
still hot to obtain maximum density and to eliminate roller marks.
F. Provide white lane and striping paint in uniform, straight lines.
Provide wheelstops where indicated and securely dowel into pavement.
Protect work from traffic and damage.
G. Test in-place asphalt work for thickness and smoothness. Remove and
replace defective work and patch to eliminate evidence of patching.
H. Provide the following pavement thicknesses:
1. PARKING AREAS AND DRIVES
Ashaltic Concrete 4.0"
Crushed Aggregate Basecourse 8 .0"
Total Pavement Thickness 12.0"
2. GRAVEL DRIVES
Ashaltic Concrete 0 .0"
Crushed Aggregate Basecourse 8.0"
Total Pavement Thickness 8. 0"
{ END OF SECTION
02513 - 2
SECTION 02550 - SITE UTILITIES
PART 1 - GENERAL
1.01 SUMMARY
A. Temporary Utilities and Electrical Facilities shall be provided under
Specification Section 01500 - Temporary Facilities and Controls .
B. Trenching and backfilling for underground utilities shall be provided
under Specifications Section 02200 - Earthwork.
C. Sanitary Waste system shall be provided. under Specifications Section
02740 - Septic System.
D. Site Utilities Work including water service and gas service shall be
provided under Specifications Division 15 - Mechanical.
E. Site Electrical Work including Secondary Service System, telephone
service system, parking lot lighting and floodlighting shall be
provided under Specifications Division 16 - Electrical .
PART 2 - PRODUCTS
Refer to drawings and applicable Specifications Sections.
PART 3 - EXECUTION
Refer to drawings and applicable Specifications Sections.
END OF SECTION
02550 - 1
SECTION 02740 - SEPTIC SYSTEM
PART 1 - GENERAL
1.01 SUMMARY
A. Provide an operating waste disposal septic system. Include septic tank,
distribution box, and drainage field.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data, test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations . Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
B. Percolation Test Results and Septic System Recommendations prepared by
CDS Engineering Corporation, dated February 8, 1993 is reproduced
in its entirety following this section. Provide Septic System in
complete accord with recommendations of this report .
PART 2 - PRODUCTS
2.01 MATERIALS
A. Septic tank: Reinforced precast concrete.
B. Distribution box: Reinforced precast concrete .
C. Drainage field: Perforated vitrified clay pipe, ASTM C 700.
D. Filter material: Washed, crushed stone.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer 's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction. Coordinate with work of
other sections.
B. Test for proper operation. Clean out system and protect work from
damage.
END OF SECTION
02740 -
PERCOLATION TEST RESULTS
AND
SEPTIC SYSTEM RECOMMENDATIONS
PART OF THE WEST HALF (W 1/2) OF SECTION 29,
T. 6N. , R. 65W. OF THE 6TH P.M. ,
WELD COUNTY, COLORADO
FOR
BIG R MANUFACTURING
•
CDS ENGINEERING CORPORATION
LOVELAND, COLORADO
PROJECT NO. 93-7484
FEBRUARY 8 , 1993
CDSEngineering Corporation
February 8, 1993
Project No. 93-7484
Mr. Tom Selders
Big R Manufacturing
P.O. Box 1290
Greeley, Colorado 80632
Dear Tom:
Enclosed is the report you requested of the percolation
test results and septic system recommendations for the
proposed commercial building to be located on part of the W
1/2 of Section 29-6-65 , Weld County, Colorado.
The site is suitable for the construction of the
proposed septic system, provided the design criteria and
recommendations given in this report are met.
If you should have any questions concerning the
information in the report, please feel free to contact this
office.
Since y,
CDS NG93EE _ CORD T ON
iL
bony . Wernsman, E. I.T.
roject Engineer
AJW/bjd
Enclosure
Reviewed by:
17152
.7bhn F. Donnelly P. E. �r'• ,
/ frkl.(,
t02 Vest Z9;h Saeel • La:eland. CO 80538 • i:C.31 667.8010
TABLE OF CONTENTS
Page
Letter of Transmittal i
Table of Contents
Scope
1
Site Investigation 1
Site Location and Description 1
Subsoil and Groundwater Conditions 1, 2
Percolation Test Results 2
Standard Absorption Area 2, 3
Required Septic Tank Size 3
Septic System Recommendations 3
Conclusions 3 , 4
Location of Test Borings Drawing No. 1
Symbols and Soil Properties Diagram No. 1
Log of Borings Drawing Nos. 2 & 3
Standard Absorption Bed and Trench Design Drawing No. 4
General Maintenance Recommendations Appendix I
ii
1
SCOPE
L.
This report provides percolation test results and
septic system recommendations for a proposed commercial
building to be located on part of the W 1/2 of Section 29-6-
65, Weld County, Colorado.
SITE INVESTIGATION
A field investigation, performed on February 2, 1993 ,
consisted of drilling one (1) test hole to a depth of eight
and one-half feet (8 1/2 ' ) and four (4) percolation holes to
an average depth of forty-eight (48") . Percolation tests
were performed on February 3, 1993 . The Location of the
Test Holes is shown on Drawing No. 1. A Log of Borings are
shown on Drawing No. 2.
1
SITE LOCATION AND DESCRIPTION
The site is located between the Town of Lucerne and the
City of Greeley, Weld County, Colorado, just east of Highway
85 . The site is relatively flat and is farmland.
Vegetation consists of various planted grasses.
SUBSOIL AND GROUNDWATER CONDITIONS
Topsoil - Approximately twelve inches (12") of topsoil
overlies the site. The topsoil should be stockpiled
and used as backfill over the absorption field.
C
2
Sandy Silty Clay - Brown, damp, stiff, sandy silty clay
was encountered beneath the topsoil to a depth of two
feet (2 ' ) .
F
Fine Sand - Tan, damp, fine sand with varying amounts
of clays and silts was encountered beneath the sandy
silty clay to a depth of eight and one-half feet (8
1/2 ' ) .
Groundwater was not encountered in the test holes twenty-
four (24) hours after drilling.
PERCOLATION TEST RESULTS
A total of four (4) percolation tests were run on the
site, using the Standard Test Method, as described by the
Weld County Health Department. Percolation test holes were
presoaked on February 2 , 1993 , and the test was performed on
February 3 , 1993 . Test results varied between 30 and 40
minutes per inch with an average of 38 minutes per inch.
STANDARD ABSORPTION AREA
From Page 28 from the I.S. D.S .R. for Weld County and
assuming 50 employees, and assuming 25
gallons/person/day sewage flow (the flow is mostly
toilet and sink office usage, but workers are expected
Lto perform more hand washing than an average office and
T
F
( 3
no manufacturing usage of the septic systems will
occur) .
Commercial Absorption Area (Sq. Ft. )
Office/Factory 4293
REQUIRED SEPTIC TANK SIZE
Commercial Minimum Tank Capacity (gals. )
Office/Factory 2500
SEPTIC SYSTEM RECOMMENDATIONS
Recommended is a compartmented septic tank of the
required size to be followed by a standard absorption field
with a bottom area of 4293 square feet. The bed should be
constructed in accordance with Section 5. 6 of the I.S.D.S.R.
for Weld County (see Drawing No. 3) . The bed should lie a
minimum of ten feet (10 ' ) from property lines and twenty
feet (20 ' ) from the proposed building. This system is to
meet all rules and regulations set forth by the Weld County
Health Department. The system is to be inspected by a
representative of the Weld County Health Department prior to
backfilling.
CONCLUSIONS
All future owners are to be directed to information in
Appendix I (General Maintenance Recommendations) of this
C
4
report. The findings and recommendations of this report
have been obtained in accordance with accepted engineering
practices in the field of Geotechnical Engineering. There
is no other warranty, either expressed or implied.
lc
It
I°
,
BIG R PROPERTY
CONCRETE
!RR,GATION
' DITCH
(_ GRAVEL
�) RoAD•
•
PROPOSED
k SIM-IN I G
LOCATION
k PROPOSED
5EPTtc
FIELD PNI RPM
LOCATION-A-42111.14
Oi LPN /V
PIS
RAILROAD
TRACK
LOCATION OF TEST BORINGS
DRAWN ST:
AJW ORMO.
SCALEe LOCATION OF TEST HOLE
I = 180'
I 1
DATE: S LOCATION OF PERCOLATION HOLE
a- 8 -93
r CbS ENthNEERINO CORP. -- -_ - Ivo. T 53-7484 '
r SYMBOLS AND SOIL PROPERTIES
DIAGRAM NO. 1
SOIL AND ROCK SAMPLERS
CLAY (CL,OL,MH,CH,OH) - - CALIFORNIA
SILT (ML,OL) - THIN-WALLED
SAND (SW,SP,SM,SC) 7 SPLIT BARREL
7
GRAVEL (GW,GP,GM,GC) -- 1 BAG SAMPLE
WEATHERED ROCK
I PITCHER
_- SHALE & CLAYSTONE
JAR SAMPLE
SANDSTONE
'ENETRATION RESISTANCE FOR COHESIONLESS SOILS ON STRENGTH CLASSIFICATIONS FOR COHESIVE SOIL
BASIS OF THE STANDARD PENETRATION TEST
NUMBER OF BLOWS
PER FT. , N * RELATIVE DENSITY CONSISTENCY COHESION. 16F*'`
0 - 4 VERY LOOSE SOFT LESS THAN 0 ,5
4 . 10 LOOSE FIRM 0 ,5 - 1 . 0
10 - 30 MEDIUM STIFF 1 . 0 - 2. 0
30 - 50 DENSE VERY STIFF 2 . 0 - 4 .0
OVER 50 VERY DENSE HARD GREATER THAN 4 .0
* BLOWS PER FOOT - BLOW CF 140 LB. . `` ` EQUIVALENT TO PP/Z AND /2
HAMMER DROPPED 30 IN. TO DRIVE
2- INC, SPLIT-BARREL SAMPLER ONE
FOOT ( ASTM DL586- 67 ) .
O it
W LOG OF BORINGS
w a
TPH 1 PH 1 PH 2 PH 3 PH 4
0- II!!r pulp 1silty,
r/ �j/ %�j SandySilty1Clay -- Brown, rootsdamp,
stiff
Clayey Silty Fine Sand -- Tan,
v ry i nra . >m.nunra of
clay
DRAWING
No Groundwater Encountered No.
2
CDS ENGINEERING CORPORATION PROJECT
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APPENDIX I
GENERAL MAINTENANCE RECOMMENDATIONS FOR
INDIVIDUAL SEWAGE DISPOSAL SYSTEMS
The following recommendations, if followed, should help
increase the lifetime of the system:
1. Septic tanks should be pumped a minimum of once
every four years.
2 . Septic tanks and distribution boxes should be
checked at least once a year for sludge
accumulation which may clog the leach area if
overflow occurs.
3 . The leach area should not be used for grazing,
sports activities, traffic, or other activity
which may compact the soils.
4 . Cast-iron pipe should be used if lines are to be
placed under driveways.
5 . Trees should not be planted near the leach area so
as to prevent roots from clogging the system.
6. If trees are to be planted nearby, they should be
located so that the leach area is not shaded.
7 . Overuse of strong chemicals, which may kill the
bacteria in the system and inhibit decomposition
of the sewage, should be avoided.
8 . Positive drainage should be maintained over and
around the absorption field area to prevent
pooling of water.
9. Lines to the tank or leach area should have
sufficient ground cover to prevent freezing.
REV 06/17/85
. l
ft
DIVISION 3 - CONCRETE
SECTION 0331O - CAST-IN-PLACE CONCRETE WORK
PART 1 - GENERAL
1.01 SUMMARY
A. Provide cast-in-place concrete for general building construction,
including, without limitation:
1. Footings and foundations
2. Slabs on grade
3. Related work specified elsewhere:
Section 02514 - Portland Cement Concrete Paving
1.02 SUBMITTALS
A. Submit for approval, test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
B. Employ an independent testing laboratory in accordance with Section
01500, Testing Laboratory Services, to perform tests for concrete
compression, yield, air content, and slump.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Formwork: Conform to ACI-347-78 "Recommended for Concrete Forms", using
moisture-resistant plywood or metal forms.
B. Reinforcement:
1. Bars: Deformed steel, ASTM A 615 billet bars, Grade 60.
2. Mesh: Welded steel wire fabric, ASTM A 185.
3. Tie Wire: 18 gauge black annealed wire.
4. Splice Devices: Sized to develop 1258 of yield strength of
bar.
5. Bar Supports: Conform to "Bar Support Specifications,"
CRSI Manual of Standard Practice.
C. Concrete materials:
1. Cement: Portland cement, ASTM C 150, Type I-II.
2. Aggregate: Normalweight aggregates, ASTM C 33.
03310 - 1
( D. Admixtures, all with less than 1% chloride ions:
1. Water-reducing type and superplasticizer as required for
workability; Euclid, Sika, L&M or approved equal.
2 . Air-entraining: ASTM C 260-69.
E. Miscellaneous Materials:
1. Hardener: Non-metallic, quartz-silica, interior/exterior type;
Euclid Surflex or approved equal.
2. Grout: Non-metallic, non-shrink type.
3. Waterstops: Dumbbell shaped, rubber or PVC waterstops.
4 . Expansion Joints: 1/2" asphalt impregnated compressible, re-
expandable joint filler strips.
5. Anchor Bolts: 1/2" x 9-1/2" bolts, or as required on Drawings.
F. Concrete Mixes:
1. Footings, Foundations and Office area slab on grade: 3,000
psi at 28 days.
2 . Manufacturing area and all exterior slabs on grade: 3,750
psi at 28 days. Mix design for this work shall have the
following minimum properties:
a. Compressive Strength at 28 days 3,750 psi minimum
b. Modulus of Rupture at 28 days 600 psi minimum
( c. Strength Requirements ASTM C-94
d. Minimum Cement Content 5.5 sacks/cu.yd.
e. Cement Type Type I-II Portland
f. Entrained Air Content 6% + 2%
g. Concrete Aggregate ASTM C-33 and CDOT Section 703
h. Aggregate Size 1 inch maximum
i. Maximum Water Cement Ratio 0.49 lb/b1 of Cement
j . Maximum Allowable Slump 4 inches
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with ACI 301, 304, 305, 306, 311, 318, 347, CRSI "Manual of
Standard Practice", and AST$' C94 . Do not change mix design without
approval.
B. Detail reinforcing in accordance with ACI Detailing Manual. Lap bars
36 diameters at splices. Provide corner bars to match all continuous
horizontal reinforcing. Lap welded wire fabric one full mesh at splices
and securely wire together. Provide supports to locate W.W.F. at mid-
depth of slab.
C. Chamfer exposed edges/corners to provide straight lines.
{
03310 - 2
D. Tolerance: Plus 1/8" in 10' for grade, alignment, and straightness.
E. Construction Joints: Use keyways, continue reinforcement through joint.
F. Expansion Joints: For exterior work locate 30' o.c. at approved
locations. Provide smooth dowels across joint which permit 1" horizontal
movement and no vertical shear movement.
G. Isolation Joints: Provide between slabs and vertical elements such as
columns and structural walls.
H. Control Joints: Control joints shall be placed every twelve to fifteen
feet (12' - 15' ) and the total area contained within these joints shall
be no greater than two hundred-twenty-five square feet (225 sq.ft. ) .
I. Wall Finishes: As-cast and patched for concealed work; rubbed smooth,
filled and cement paste coated for exposed work.
J. Slab Finishes: Obtain sample approval before beginning work.
1. Scratch: For surfaces to receive mortar setting beds or
cementitious flooring materials.
2. Trowel: Hard, smooth, uniform surface for areas to receive
resilient flooring, carpet, or other thin finish material.
3. Broom: After trowel finishing, roughen surface by fine
brooming perpendicular to traffic direction for exposed
exterior walks, steps and ramps.
4 . Hardener Finish: For exposed interior concrete floors. Follow
Mfg's directions.
K. Cure and protect work.
L. Provide precast concrete wheel stops and splash blocks where indicated
on drawings.
END OF SECTION
d
03310 - 3
SECTION 03520 - LIGHTWEIGHT CONCRETE
PART 1 - GENERAL
1.01 SUMMARY
A. Lightweight concrete over metal floor deck and stair pans.
1.02 SUBMITTALS
A. Submit for approval product data, test reports .
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Cement: Portland cement, ASTM C 150, Type I
B. Low density mineral aggregate : Perlite or vermiculite, ASTM C 332, Group
C. Reinforcing mesh: Galvanized welded wire fabric, ASTM A 185.
D. Concrete mix: 3000 Psi at 28 days .
PART 3 - EXECUTION
• 3.01 INSTALLATION
A. Install materials in accordance with approved submittals. Install
materials in proper relation with adjacent construction and with uniform
appearance. Coordinate with work of other sections.
B. Lap W.W.F. one full mesh at,splices and securely wire together . W.W.F.
shall be undraped and chaired to locate at 1" from top of concrete.
C. Restore damaged finishes . Clean and protect work from damage .
END OF SECTION
03520 - 1
DIVISION 4 - MASONRY
SECTION 04270 - GLASS BLOCK
PART 1 - GENERAL
1.01 SUMMARY
A. Provide glass block walls and partitions:
1. Interior partitions.
1.02 SUBMITTALS
A. Submit for approval samples, product data, mock-ups, test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2. 01 MATERIALS
A. Glass block, sizes and patterns as selected; Pittsburgh Corning or
approved equal.
1. Hollow block.
B. Mortar: Portland cement lime mortar, Type S.
C. Accessories: Provide expansion strips, galvanized steel double wire mesh
reinforcing, 20 gage perforated galvanized steel strip panel anchors,
asphalt emulsion mastic for coating sill, and joint packing and silicone
sealant.
PART 3 - EXECUTION
3. 01 INSTALLATION
A. Install materials and systems in accordance with manufacturer 's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged finishes . Clean and protect work from damage.
END OF SECTION
04270 - 1
SECTION 04270 - GLASS BLOCK
PART 1 - GENERAL
1.01 SUMMARY
A. Provide glass block walls and partitions:
1. Interior partitions.
1.02 SUBMITTALS
A. Submit for approval samples, product data, mock-ups, test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions .
PART 2 - PRODUCTS
2.01 MATERIALS
A. Glass block, sizes and patterns as selected; Pittsburgh Corning or
approved equal.
1. Hollow block.
B. Mortar: Portland cement lime mortar, Type S.
C. Accessories: Provide expansion strips, galvanized steel double wire mesh
reinforcing, 20 gage perforated galvanized steel strip panel anchors,
asphalt emulsion mastic for coating sill, and joint packing and silicone
sealant.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer 's
instructions and approved submittals . Install materials and systems in
proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged finishes. Clean and protect work from damage.
END OF SECTION
04270 - 1
SECTION 04200 - UNIT MASONRY
PART 1 - GENERAL
1.01 SUMMARY
A. Provide unit masonry:
1. Brick veneer
2. Masonry walls and partitions.
B. Material Installed but furnished elsewhere:
1. Bolts, Anchors, Inserts and bearing plates.
2. Sheet Metal Fleshings.
3. Steel Lintels.
4. Hollow Metal Frames.
1.02 SUBMITTALS
A. Submit for approval samples, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Brick: Standard modular, 2-1/4" by 3-3/4" by 7-5/8" . ASTM C 216, Severe
weathering grade, Type FBS. Special shapes as required by building
configuration.
B. Concrete block: Normalweight, ASTM C 145 and C 90 Type 1, Grade N; 7-
5/8" by 15-5/8" face size. Special shapes as required.
C. Mortar: ASTM C 270, portland cement-lime mortar, Type N for block, Type
S for brick, other types as required by application. Inorganic oxide
mortar pigments, color as selected; Davis, Solomon Grind-Chem or approved
equal.
D. Grout: 2000 PSI at 28 days.
4
04200 - 1
F. Reinforcing:
1. Ties and reinforcing: Hot-dipped galvanized, ASTM A 153.
2. Horizontal reinforcing: Ladur type, 9 gage wire with deformed
side rods.
3. Brick to metal stud ties: 3/16" diameter vee ties with drip,
12 gage wall slot; Hohmann & Barnard DW-10 or approved equal.
4. Brick to wood stud ties: 24 gauge galvanized corrugated ties,
not less than 1" width.
5. Reinforcing bars: Deformed bars, ASTM A 615, Grade 60.
G. Miscellaneous Materials:
1. Weep baffle: Clean, rounded gravel.
2. Drainage: Open head joints or rope wicks as indicated.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with PCA "Recommended Practices for Laying Concrete Block" and BIA
Tech Notes 11, 11A, 11B, 11C, 11D, and 11E.
B. Weather Protection: Cold weather; heat mortar water and sand, enclose
walls and provide temporary heat as recommended by BIA Tech Notes 1, 1A,
1B, and 1C. Hot weather; use mortar within 1-1/2" hours after mixing for
ambient 80 degrees F or above.
C. Tolerances: From dimensions and locations in Contract Documents for
plumb, level and alignment, plus or minus 1/8 in 20 ' .
D. Fire-Rating: Where indicated, provide assemblies identical to tested
assemblies and accepted by authorities having jurisdiction.
E. Bond: Lay exposed face brick in running bond except as follows. Areas
of special coursing, patterns and bonding are indicated on Drawings.
F. Joints: Maintain uniform 3/8" width; tool concave. Provide full bed,
head and collar joints except at weepholes; keep cavity clean at cavity
walls.
G. Weepholes: Provide fully open head joints at 2' o.c. above all ledges,
flashings and lintels. Fill cavity 8" high with weep baffle material.
H. Install steel lintels and provide reinforced masonry lintels where
indicated.
I . Coordinate installation of flashings; prepare masonry surfaces smooth and
bed flashings in mortar.
J. Ties and Horizontal Reinforcing: Comply with codes; space ties not more
04200 - 2
than 24" o.c. vertically and horizontally.
K. Provide expansion joints no greater than 30' o.c. at Architect approved
locations.
L. Remove and replace damaged units. Enlarge holes in mortar and re -
point. Prepare joints to receive sealants. Clean brick using bucket and
brush method; comply with BIA Tech Note 20. Clean Concrete masonry by
dry brushing; comply with NCMA TER No. 28.
END OF SECTION
04200 - 3
DIVISION 5 - METALS
.
SECTION 05120 - STRUCTURAL STEEL
PART 1 - GENERAL
1.01 SUMMARY
A. Provide structural steel for building construction including sub -framing
units which are part of the general framing system. Include anchors,
bases, bearing plates, bracing, lintels when part of structural framing,
and detail fittings.
B. Modify existing structural steel systems and components to accommodate
remodelling and new work.
1. 02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Steel shapes, plates and bars: ASTM A 36, or ASTM A 572, Grade 50 .
B. Steel pipe : ASTM A 53.
C. Anchor bolts: ASTM A 307 .
D. High strength threaded fasteners : ASTM A 325.
E. Non-metallic shrinkage resistant grout; Euclid Euco NS, L&M Crystex,
Sonneborn Sonnegrout or approved equal .
F. Shop finish for interior exposed structural steel: SSPC SP-6 cleaning;
Tnemec Series 37 Chem-Prime, universal rust inhibitive primer, compatible
with epoxy & urethane top coats or approved equal.
G. Welding: AWS D1.1.
PART 3 - EXECUTION
3. 01 INSTALLATION
A. Comply with AISC codes and specifications, and with AWS "Structural
Welding Code" .
05120 - 1
B. Check elevations and plumb and level tolerances; certify that installed
work is within AISC Standards . Owner may engage testing/inspection
agency to inspect welded and bolted connections.
C. Architecturally Exposed Steel: Fabricate with special care using
materials carefully selected for best appearance. Store materials off
ground and keep clean. Cut, fit and assemble work with surfaces smooth,
square and with complete contact at joints. Set all cambers up. Weld
all work continuously; grind smooth and flush to make seams invisible
after priming. Prepare surfaces to comply with SSPC-SP6; apply prime
coat within 24 hours after cleaning.
D. Touch-up field welds and abraded areas with shop primer .
END OF SECTION
05120 - 2
SECTION 05210 - STEEL JOISTS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide steel joists for floor and roof construction:
1. Open web steel joists: K-series.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Steel: Conforming to Steel Joist Institute specifications.
B. Non-metallic shrinkage resistant grout; Euclid Euco NS, LAM Crystex,
Sonneborn Sonnegrout or approved equal.
C. Shop finish: SSPC SP-6 cleaning, primer; Tnemec 10-99 primer or approved
equal.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Fabricate and install joists in compliance with SJI requirements and
recommendations. Shop primer shall be compatible with finish paint
specified in painting section.
B. Coordinate installation of anchor bolts with other work as necessary.
Place joists and bridging simultaneously; align work and weld or bolt
into place in accordance with SJI specifications. Grout as required for
sound bearing.
C. Touch-up damaged coatings using same primer as shop painting.
END OF SECTION
f
05210 - 1
SECTION 05300 - METAL DECKING
PART 1 - GENERAL
1.01 SUMMARY
A. Provide structural roof and floor decking:
1. Standard roof deck units.
2. Non-Composite steel form deck.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
I
A. Painted steel deck : ASTM A 611, Grade C; baked on rust-inhibiting
primer; coordinate with fireproofing, Type 1.5 B22.
B. Painted centering: ASTM A 611, Grade E. Type .6 C26.
C. Sheet metal accessories: ASTM A 526, commercial quality, galvanized.
PART 3 - EXECUTION
3. 01 INSTALLATION
A. Form to span at least 3 supports and with 2" laps. Place deck flat,
square and with cells aligned. Anchor deck securely in place following
manufacturer's directions.
B. Cut and fit neatly around penetrations; provide additional framing and
closure pieces to maintain structural continuity. Anchor closure strips
at ends, edges, and penetrations.
C. Touch-up damaged coatings as requied.
END OF SECTION
05300 - 1
DIVISION 6 - CARPENTRY
SECTION 05400 - LIGHTGAGE METAL FRAMING
PART 1 - GENERAL
1.01 SUMMARY
A. Provide lightgage metal framing:
1. Metal studs.
B. Applications:
1. Axial load bearing walls or partitions.
2. Exterior wall panels.
3. Interior wall panels.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data, deflection criteria.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions .
PART 2 - PRODUCTS
2.01 MATERIALS
A. Steel: ASTM A 446, Corrosion Resistant
1. SJ and CS Studs: 40,000 psi yield strength.
2. CR Runners: 33,000 psi yield strength.
B. Components:
1. C-shaped studs.
2. Punched channel type studs.
3. Miscellaneous materials: Stud manufacturer's standard runners,
clip angles, shoes, reinforcements, fasteners, blocking,
lintels.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction. Coordinate with work of
, 4 other sections.
05400 - 1
B. Restore damaged components. Protect work from damage.
END OF SECTION
•
05400 - 2
SECTION 05500 - METAL FABRICATIONS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide miscellaneous metal items fabricated from heavy gage ferrous
metals and not provided with structural steel system:
1. Handrails and railings.
2. Loose lintels.
3. Gratings, floor plates and covers.
4. Counter and equipment supports.
5. Ceiling-hung supports.
6. Sill angles.
7. Miscellaneous framing and supports.
8. Steel Stairs
1.02 SUBMITTALS
A. Submit for approval samples as requested, shop drawings, product data,
test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations . Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Materials:
1. Steel plates, shapes, and bars: ASTM A 36.
2. Steel bar grating: ASTM A 569.
3. Steel pipe: ASTM A 53, schedule 40.
4. Bolts: ASTM A 325.
5. Fasteners: Zinc coated fasteners designed for loading and use.
6. Grout: Non-shrink non-metallic grout, Euco NS by Euclid
Chemical Co or approved equal.
7. Concrete inserts : Galvanized ferrous castings.
B. Galvanized ferrous metal items at exterior wall and where exposed to
weather; 1 coat primer (shop-applied) elsewhere.
1. Galvanizing: ASTM A 525.
2. Primer; Tnemec 10-99, PPG Inhibitive Metal Primer, Rustoleum
Rusty Metal Primer, or approved equal.
3. Galvanizing repair paint, zinc rich primer; Tnemec, PPG, ZRC
05500 - 1
Chemical Products or approved equal.
C. Steel Stairs: Fully welded construction, lightweight concrete-filled
metal pan treads and landings; piperail handrails and guardrails.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Take field measurements prior to preparation of shop drawings and
fabrication. Do not delay job; allow for cutting and fitting if field
measurement not practical.
B. Form work true to line with sharp angles and edges. Weld continuously,
grind flush and make smooth on exposed surfaces.
C. Install work plumb and level with hairline joints and ground flush welds.
D. Lintels: Provide sizes indicated with 8" bearing at each end.
E. Railings: Provide sizes, profiles and dimensions indicated. Provide
mitered joints at 90° turns and smooth sweeps at bends. Provide wall
returns, end caps, brackets, fittings, and toe boards.
F. Touch-up damaged coatings with shop primer and galvanize repair paint.
F
G. Paint items scheduled in accordance with painting section.
H. Stairs: Control access to and use of stair systems. Do not permit use
of stairs until stairs and railing systems are complete and ready
to assume design loading. Do not permit overloading of stair
systems. Make connections light-proof tight by welding or
bolting; conceal fastenings as much as possible. Grind flush and
smooth all exposed welds. Fill pans with lightweight concrete and
provide non-slip finish.
END OF SECTION
f
05500 - 2
SECTION 06100 - ROUGH CARPENTRY
PART 1 - GENERAL
1.01 SUMMARY
A. Provide rough carpentry work:
1. Wood framing.
3. Sheathing.
6. Nailers, blocking, furring, and sleepers.
1.02 SUBMITTALS
A. Submit for approval product data.
1. 03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2. 01 MATERIALS
A. Lumber, finished 4 sides, 15% maximum moisture content:
1. Dimension framing lumber shall be Hem-Fir #2 or better
for 2x6 and larger. 2x4 framing may be stud grade.
2. Structural timbers: No. 1 grade Douglas fir or southern pine,
appearance grade where exposed.
3. Boards: Construction grade.
B. Wood for nailers, blocking, furring and sleepers: Construction grade,
finished 4 sides, 15% maximum moisture content. Pressure preservative
treat items in contact with roofing, flashing, waterproofing, masonry,
concrete or the ground.
D. APA rated Plywood or 0.S.B. for use and exposure:
1. Wall sheathing: APA sheathing, C-D plugged, Exterior;
with panel rating of 24/0.
2. Backing panels: APA C-D plugged interior with exterior
glue, fire -retardant treated.
E. Building paper : Asphalt saturated felt, non-perforated, ASTM D 226, Type
1.
F. Air infiltration barrier: 6 mil polyethylene fabric which permits
06100 - 1
passage of water vapor; DuPont Tyvek or approved equal.
G. Wood treatment:
1. Preservative treatment: Pressure-treated with waterborne
preservatives, to comply with AWPB LP-2 or LP-22, as
applicable. Kiln dry to 15% max. moisture content. Treat wood
exposed to deterioration by moisture, such as items in contact
with roofing, flashing, waterproofing, masonry, concrete, or
the ground. Treat wood subject to insect attack.
2 . Fire-retardant treatment: Pressure impregnated, to comply with
ASTM E 84, Class A, and with AWPA C20 and C27; provide where
indicated and where required by code.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Provide nailers, blocking and grounds where required. Set work plumb,
level and accurately cut.
B. Install materials and systems in accordance with manufacturer 's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction. Coordinate with work of
other sections.
C. Comply with manufacturer's requirements for cutting, handling, fastening
and working treated materials .
D. Restore damaged components. Protect work from damage.
END OF SECTION
06100 - 2
SECTION 06200 - FINISH CARPENTRY
PART 1 - GENERAL
1.01 SUMMARY
A. Provide finish carpentry for woodwork items exposed to view:
1. Interior running and standing trim.
2 . Plywood panels.
3. Wood shelving and closet accessories.
1.02 SUBMITTALS
A. Submit for approval samples, shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations . Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2 .01 MATERIALS
A. Quality standard for fabrication and products: Architectural Woodwork
Institute Quality Standards, Premium grade unless noted otherwise .
B. Interior finish carpentry:
1. Trim, boards, and plywood for transparent finish: Rift sawn
red oak, sequence matched veneers for plywood.
2. Trim, boards, and plywood for painted finish: Softwood
suitable for exposure and use.
D. Shelving: Hardwood or medium density particleboard with hardwood edge
bands.
E. Closet bars: Telescoping steel with chrome finish.
F. Wood treatment:
1. Preservative treatment: Pressure-treated with waterborne
preservatives for items in contact with roofing, flashing,
waterproofing, masonry, concrete, or the ground. Vehicle for
preservative compatible with finish.
2. Fire-retardant treatment: ASTM E 84, Class A, where required
by code or local authorities. Vehicle for preservative
compatible with finish.
06200 - 1
i
PART 3 - EXECUTION
3.01 INSTALLATION
A. Back prime work and install plumb, level and straight with tight joints;
scribe work to fit.
B. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction. Coordinate with work of
other sections .
C. Comply with manufacturer's requirements for cutting, handling, fastening
and working treated materials.
D. Adjust, clean and protect.
END OF SECTION
06200 - 2
SECTION 06400 - ARCHITECTURAL WOODWORK
PART 1 - GENERAL
1.01 SUMMARY
A. Provide shop-fabricated exposed woodwork and casework:
1. Wood casework.
2 . Laminate casework.
3. Plastic laminate countertops.
1.02 SUBMITTALS
A. Submit for approval samples, shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations . Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions .
PART 2 - PRODUCTS
2. 01 MATERIALS
A. Quality standard for fabrication and products: Architectural Woodwork
Institute Quality Standards, Premium grade unless noted otherwise.
E. Wood Species:
1. Transparent finish: Rift-sawn red oak for solid wood, rift-cut
red oak for plywood.
2 . Painted finish: Closed-grain hardwood suitable for exposure
and loading.
3 . Backing for laminate: Minimum 45 pound density particleboard.
C. Veneer matching: Sequential book match, balanced.
D. Plastic laminate: NEMA LD-3; 0 .050" thick horizontal grade.
E. Casework and counters:
1. Wood with transparent finish: AWI premium grade.
2. Wood for painted finish: AWI custom grade.
3. Plastic laminate finish: AWI premium grade.
F. Finishes :
1 . Transparent finish: Catalyzed polyurethane, AWI finish system
No. 5, premium grade.
06400 - 1
2. Opaque finish: Synthetic enamel coating, AWI finish system
No. 8, custom grade.
G. Hardware: Steel or brass with chromium plate finish; ball bearing side
mount drawer slides.
H. Glass doors, shelves: Tempered safety glass.
I . Fire-retardant treatment: ASTM E 84, Class A, where required by code or
local authorities. Vehicle for preservative compatible with finish.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with AWI quality standards and mark each piece with manufacturer 's
identification and AWI quality grade. Identify fire -retardant treated
materials in a manner acceptable to authorities having jurisdiction.
Comply with details shown for profile and construction features.
1. Casework : AWI premium grade, transparent finish, flush overlay
construction, institutional hardware quality level.
2 . Countertops: AWI premium grade, self-edge top and splash.
3. Shelving-Transparent Finish: AWI premium grade.
4 . Shelving-Opaque Finish: AWI Custom grade.
B. Shop finish work with at least first coat specified in painting section.
C. Install work plumb, level, true and straight, scribe to fit . Anchor
securely with concealed fasteners.
D. Repair or replace damaged work, clean, lubricate and adjust hardware;
protect work until final acceptance.
END OF SECTION
06400 - 2
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
SECTION 07160 - BITUMINOUS DAMPPROOFING
PART 1 - GENERAL
1.01 SUMMARY
A. Provide bituminous dampproofing at exterior surfaces of foundation walls.
1.02 SUBMITTALS
A. Submit for approval product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Asphalt emulsion: Semi-fibrated (ASTM D1227, Type 1, except without
asbestos) or non-fibrated (ASTM D1187, Type B), spray or brush applied,
vapor-permeable, asphalt emulsion dampproofing containing no asbestos;
Karnak 100 non-asbestos, Sonneborn Hydrocide 600 or 700B or approved
equal.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Begin work only after substrate construction and penetrating work is
complete.
B. Examine substrate; report unsatisfactory conditions in writing.
Beginning work means acceptance of substrate.
C. Comply with manufacturer's instructions and recommendations including
restrictions on existing and forecasted weather conditions. Trowel
dampproofing at least 60 mils thick over surfaces to be dampproofed.
Install cant strips, asphalt felt reinforcing strips and other
accessories as recommended by dampproofing manufacturer .
D. Clean and prepare substrate; prime if recommended by dampproofing
manufacturer. Protect adjacent work and surfaces from spillage,
migration, and damage .
E. Provide protection board on all foundation walls and other surfaces
subject to backfilling.
` f END OF SECTION
07160 - 1
SECTION 07200 - INSULATION
PART 1 - GENERAL
1.01 SUMMARY
A. Provide building insulation of board, blanket, and loose-fill types as
applicable:
1. Roofs and attics (Office) , fiberglass batt - unfaced.
2. Exterior office stud walls, fiberglass or mineral fiber batt -
paper or foil faced.
3 . Exterior masonry walls and masonry foundation
walls, loosefill type .
4. Slabs on grade, rigid insulation.
5. Pre-engineered Building - 3" Vinyl faced blanket, roof and
wall.
1.02 SUBMITTALS
A. Submit for approval product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2 . 01 MATERIALS
A. Blanket/batt type insulation: Unfaced, paper-faced (vapor barrier ), and
foil-faced (vapor barrier) glass fiber blanket insulation types; Owens
Corning Fiberglass Corp or approved equal.
B. Vinyl faced blanket insulation: MATO or approved equal.
C. Board type insulation: Extruded polystyrene board; compressive strength
20 psi at foundations and under slab-on-grade, 60 psi at decks, 100 psi
under heavy vehicular traffic; Styrofoam by Dow Chemical or Foamular by
UC Industries or approved equal .
D. Loose fill type insulation: Loose, granular perlite or vermiculite.
PART 3 - EXECUTION
3 .01 INSTALLATION
A. Install materials and systems in accordance with manufacturer 's
instructions and approved submittals. Install materials and systems in
07200 - 1
proper relation with adjacent construction. Coordinate with work of
other sections. Provide full thickness in one layer over entire area,
tightly fitting around penetrations.
B. Blow loose insulation into cavities indicated; take great care to provide
uniform coverage at correct density and thickness to obtain specified R-
Value.
C. Protect installed insulation and vapor barrier .
END OF SECTION
07200 - 2
SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM
PART 1 - GENERAL
1. 01 SUMMARY
A. Provide exterior insulation and finish system, with colors and shapes as
indicated.
1.02 SUBMITTALS
A. Submit for approval samples, product data, warranty.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2. 01 MATERIALS
A. Acrylic polymer topcoat over expanded polystyrene, adhesively attached,
EIMA Class PB; Dryvit or approved equal .
PART 3 - EXECUTION
3.01 INSTALLATION
A. Inspect substrate and report unsatisfactory conditions in writing;
beginning work means acceptance of substrate.
B. Comply with system manufacturer 's instructions and recommendations;
admixtures shall not be used. Provide reinforced base and finish coats
to provide a uniform appearance . Completely cover all insulation board
including edges. Trimbeads are not permitted unless approved. Provide
soft joints at all changes of substrate and at intervals suggested by
manufacturers and at approved locations. Install areas of special
patterns where indicated on' drawings. Clean and protect work.
END OF SECTION
07240 - 1
SECTION 07530 - SINGLE-PLY ROOFING SYSTEM
PART 1 - GENERAL
1.01 SUMMARY
A. Provide single-ply roofing system, including insulation.
1. Fully-adhered non-ballasted type.
B. Performance:
1. UL Class A
2. FM Class I, I-90 .
1.02 SUBMITTALS
A. Submit for approval product data, warranty, maintenance data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
1.04 WARRANTY
A. Manufacturer's standard signed by Manufacturer, Contractor and
Installer. Warranty period is 10 years from date of Substantial
Completion.
PART 2 - PRODUCTS
2.01 MATERIAL
A. Fully-adhered non-ballasted type:
1. Membrane: EPDM 60 mils thick, fully adhered; Sure-Seal Design
A by Carlisle SynTec Systems or approved equal.
2. Adhesives: Permanent adhesive to withstand 60psf wind uplift
and as required by wind loading.
3. Flashing: Uncured neoprene.
B. Roof insulation board: Isocyanurate insulation board; foamed
polyisocyanurate, faced both sides, density 21b./cu. ft. ,
compressive strength 25 psi, min. ; k = 0.15 (aged value) ; Barrier
Board by NRG Barriers, Inc. or approved equal.
PART 3 - EXECUTION
3.01 INSTALLATION
07530 - 1
A. Inspect substrate and report unsatisfactory conditions in writing.
Beginning work means acceptance of substrate.
B. Comply with roof system manufacturer's instructions and recommendations;
clean, prime and prepare substrate.
C. Begin roof installation only in presence of manufacturer's
representative . Minimize seams and shingle overlaps to shed water .
D. Install walkway protection over an additional layer of membrane at
location indicated and where required to provide access to roof mounted
equipment.
E. Restore or replace damaged components. Protect work from damage.
END OF SECTION
07530 - 2
SECTION 07600 - FLASHING AND SHEET METAL
PART 1 - GENERAL
1.01 SUMMARY
A. Provide flashing and sheet metal components for building construction.
1. Masonry through-wall flashing.
2. Metal counter-flashing.
3. Metal expansion joints.
4 . Built-in metal valleys, gutters, and scuppers.
5. Gutters and downspouts.
6. Exposed metal trim units.
7. Miscellaneous sheet metal accessories.
1.02 SUBMITTALS
A. Submit for approval samples, shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2 .01 MATERIALS
A. Flashing:
1. Steel: 20 gage galvanized steel, G90 galvanizing, ASTM A 525.
2. Aluminum: 20 gage alloy 3003 clear anodized aluminum, ASTM B
209 .
3 . PVC: 30 mil sheet; Nervastral by Rubber and Plastic Compound
Co. or approved equal.
B. Gutters and downspouts:
1. 20 gage galvanized steel
PART 3 - EXECUTION
3 .01 INSTALLATION
A. Follow recommendations of SMACNA "Sheet Metal Manual" . Allow for
expansion. Isolate dissimilar materials.
07600 - 1
B. Install materials and systems in accordance with manufacturer 's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections .
C. Restore damaged components and finishes. Clean and protect work from
damage.
END OF SECTION
07600 - 2
SECTION 07700 - ROOF ACCESSORIES
PART 1 - GENERAL
1.01 SUMMARY
A. Provide roof accessories:
1. Roof hatches.
2. Curb and equipment support units.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2 .01 MATERIALS
A. Roof hatches : Prefabricated insulated single-leaf 14 gage galvanized
steel units; Bilco or approved equal.
B. Curb and equipment support units: Prefabricated 14 gage galvanized sheet
steel, ASTM A 570; A & L Manufacturing Co or approved equal .
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with accessory manufacturers' instructions and recommendations .
Coordinate installation with roofing system to ensure weathertight
performance. Anchor securely to structure to withstand inward and
outward loads.
B. Isolate dissimilar metals to prevent galvanic corrosion.
C. Test and operate units; clean, lubricate and adjust moving parts . Leave
units ready for field painting.
END OF SECTION
07700 - 1
SECTION 07900 - JOINT SEALERS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide sealants at intersection of building components.
1.02 SUBMITTALS
A. Submit for approval samples, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Joints designed for expansion and movement conditions at site:
1. Exterior joints on vertical-surfaces: Non-sag polyurethane;
Pecora Dymonic or Tremco Dymeric or approved equal.
2. Horizontal paving joints, interior and exterior: Self-
levelling polyurethane; Tremco TAC 900 or approved equal .
3 . Ceramic tile, toilet fixture joints: Silicone rubber; Tremco
Proglaze or Dow 786 or approved equal .
4 . Interior joints, joints at mirrors : Acrylic latex; Tremco
Acrylic Latex or approved equal.
5. Seam sealant for small metal to metal joints; Tremco Seam
Sealer or approved equal.
6. Precompressed expanding sealant tape; Emseal PC-SA or approved
equal.
7 . Pavement joint filler: Resilient, premolded asphalt
impregnated fiberboard.
8 . Primers, bond breakers, and backer rods compatible with sealant
and adjacent surfaces .
9 . Fire-retardant sealant; 3M Barrier Caulk, CP-25 or approved
equal.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Examine substrate; report unsatisfactory conditions in writing.
Beginning work means acceptance of substrates.
07900 - 1
B. Provide sealants in colors as selected from manufacturer's standards.
C. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections. Clean and prime joints, and
install bond breakers, backer rods and sealant as recommended by
manufacturers .
D. Depth shall equal width up to 1/2" wide; depth shall equal 1/2 width for
joints over 1/2" wide, except fill joints completely with fire -retardant
products.
E. Cure and protect sealants as directed by manufacturers. Replace or
restore damaged sealants. Clean adjacent surfaces to remove spillage .
END OF SECTION
07900 - 2
DIVISION 8 - DOORS AND WINDOWS
SECTION 08110 - STEEL DOORS AND FRAMES
PART 1 - GENERAL
1.01 SUMMARY
A. Provide steel doors.
B. Provide hollow metal door frames.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions .
PART 2 - PRODUCTS
2.01 MATERIALS
A. Doors: 1-3/4" thick seamless flush doors.
1. Interior doors : 18 gage ASTM A 366 or A 568 cold-rolled steel.
2. Exterior doors: Insulated 16 gage ASTM A 526 steel with ASTM A
525 G60 galvanizing.
B. Frames : Welded construction with mitered corners; gage as follows:
1. Interior frames: 16 gage up to 5' wide, 14 gage over 5' wide.
2. Exterior frames : 14 gage.
C. Louvers : Sightproof, stationary type, 24 gage cold rolled steel in 20
gage frame.
D. Finish: Rust-inhibiting primer .
E. Fire rating: UL labelled, fire-rated assembly where required.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Fabricate work to be rigid, neat and free from seams, defects, dents,
warp, buckle, and exposed fasteners . Install doors and frames in
compliance with SDI-100, NFPA 80, and requirements of authorities having
jurisdiction.
08110 - 1
B. Provide thermally improved doors with maximum U-value of 0.24
btu/hr/sq.ft./degree F (ASTM C236) for all exterior doors and elsewhere
as noted.
C. Provide acoustically improved doors with minimum STC of 33 (ASTM E90 and
ASTM E413) where indicated.
D. Hardware: Prepare doors and frames to receive hardware on final
schedule. Provide for 3 silencers on single door frames; 2 on double
door frames.
E. Shop Finish: Clean, treat and prime paint all work with rust -inhibiting
primer comparable with finish paint specified in Division 9 section.
Provide asphalt emulsion sound deadening coating on concealed frame
interiors.
F. Touch-up damaged coatings and leave ready to receive finish painting.
END OF SECTION
08110 - 2
SECTION 08210 - WOOD DOORS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide wood doors
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Wood doors for transparent finish: Solid core flush wood door with
particleboard core for interior use; AWI premium grade .
1. Face : Rift cut red oak veneer, book matched.
B. Wood doors for painted finish: Solid core flush wood door with
particleboard core for interior use; AWI premium grade .
1. Face : Birch veneer .
2. Face : MDO over hardwood veneer.
C. Hollow core flush wood door for interior use with closed-grain hardwood
faces; AWI custom grade.
D. Laminate Faced Doors: Solid core flush door with particleboard core for
interior use, AWI premium grade, with plastic laminate face, NEMA LD -3,
0.050" thick, solid color.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with NWMA I .S.-1 and AWI quality standard. Prefit doors to
frames . Premachine doors for hardware listed on final schedules.
Factory bevel doors.
08210 - 1
B. Install doors with not more than 1/8" clearance at top and sides, 1/4" at
bottom. Comply with NFPA 80 for rated assemblies.
C. Shop Finish: Sand and provide 1st coat of finish system specified in
painting section. Wrap and protect.
D. Adjust, clean, and protect.
END OF SECTION
•
08210 - 2
SECTION 08305 - SPECIAL DOORS
PART 1 - GENERAL
1.01 SUMMARY
A. Bi-Fold Aircraft Doors
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions .
PART 2 - PRODUCTS
2.01 MATERIALS
A. Doors: Bi-Fold Aircraft Doors as Manufactured by DFLO, Inc. of
Loveland, Colorado (1314 Bow Wood Court, Loveland, Colorado
80538, Phone : 669-6414) . Provide doors complete with electric
operators .
B. Frames : Steel frames provided under Section 13120 - Pre-Engineered
Buildings.
C. Finish: Exterior metal panels to match metal building; Interior to be
insulated metal panels .
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with manufacturer 's installation instructions. Install plumb,
level and square.
B. Coordinate installation and field finishing with work of other trades.
C. Adjust hardware and operation.
D. Repair or replace damaged units.
END OF SECTION
08305 - 1
SECTION 08360 - SECTIONAL OVERHEAD DOORS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide sectional overhead doors for commercial applications.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Units: Flat exterior section face, operating units with electric
operation, remote control station, and automatic reversing control;
Crawford Door Co. , Div. Jim Walters Doors or approved equal.
B. Steel units: 16 gage sheet steel, factory primed.
PART 3 - EXECUTION
3 .01 INSTALLATION
A. Install materials and systems in accordance with manufacturer 's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections.
B. Install assemblies complete with all hardware, anchors, inserts, supports
and accessories. Restore damaged finishes and test for proper
operation. Clean and protect work from damage .
END OF SECTION
08360 - 1
SECTION 08520 - ALUMINUM WINDOWS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide commercial grade, high-performance, aluminum windows:
1. Individual units set in conventional wall construction.
2. Individual units set in window wall construction.
3. Units set in continuous runs, with mullions.
B. Operation:
1. Projected, top-hung windows.
C. Performance: Design wind pressure from building code.
1. Water infiltration: None at 20% of design wind pressure.
2. Air infiltration: Fixed windows, 0.06 cfm per sq. ft. area;
operable windows 0.10 cfm per linear foot of crack; both at 20%
of design wind pressure.
3. Thermal performance: same as insulating glass specified.
4. Acoustical performance: STC of 30 - 32.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1. 03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions .
PART 2 - PRODUCTS
2 .01 MATERIALS
A. Units: High performance windows complying with AAMA 302.9 and AAMA 101 -
85 commercial window standard; thermal break; compression and sliding
type weatherstripping; glass fiber insect screen; hardware; Dark bronze
anodized finish; Marmet, Wausau or approved equal .
B. Glazing: 1" thick insulating glass units; glazing quality q3.
PART 3 - EXECUTION
3 .01 INSTALLATION
A. Fabricate windows to conform to AAMA class A2 commercial standards and
08520 - 1
accept 1" insulated glass.
B. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections.
C. Operation: Provide locking units with manual operation; provide pole for
out of reach hardware.
D. Provide units designed to withstand design wind load required by codes .
E. Limit infiltration to 0.10 cu. ft/min/ft of crack at design wind load.
F. Limit water penetration to zero under all conditions.
G. Restore damaged finishes and test for proper operation. Clean and
protect work from damage.
END OF SECTION
08520 - 2
SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONT
PART 1 - GENERAL
1.01 SUMMARY
A. Provide aluminum entrances and storefront:
1. Exterior entrance doors and frames.
2 . Vestibule doors and frames matching entrance doors.
3. Exterior storefront type framing system.
4. Interior partitions, doors and frames.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data, warranty.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Doors type:
1. Stile-and-rail type, 1-3/4" thick, medium stile (3"
width) with mechanically fastened and reinforced
joints; weatherstripped with compression and sliding
weatherstripping.
B. Framing System: Units fabricated from aluminum extrusions, ASTM B 221,
and sheet, ASTM B 209; with thermal break; Kawneer Company, Inc or
approved equal .
C. Metal Finish:
1. Color anodized, Dark Bronze .
D. Glazing:
1. Single-glazing: Tempered glass.
2. Insulating-glass: Tempered insulating glass units; fabricate
frames with thermal break.
E. Hardware: Center pivots, overhead-concealed closers, stops, threshold,
deadlocks and keyed cylinders; push/pull bars or panic hardware and pull
bar .
08410 - 1
PART 3 - EXECUTION
3.01 INSTALLATION
A. Take field measurements before fabrication where possible; do not delay
job progress.
B. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections.
C. Anchor securely in place; install plumb, level and in true alignment.
Isolate dissimilar materials to prevent corrosion.
D. Coordinate with glass and glazing work; install hardware and adjust for
smooth, proper operation.
E. Clean and protect completed system; repair damage.
END OF SECTION
08410 - 2
SECTION 08520 - ALUMINUM WINDOWS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide commercial grade, high-performance, aluminum windows:
1. Individual units set in conventional wall construction.
2. Individual units set in window wall construction.
3. Units set in continuous runs, with mullions.
B. Operation:
1. Projected, top-hung windows.
C. Performance: Design wind pressure from building code.
1. Water infiltration: None at 20% of design wind pressure.
2. Air infiltration: Fixed windows, 0.06 cfm per sq. ft. area;
operable windows 0.10 cfm per linear foot of crack; both at 20%
of design wind pressure.
3. Thermal performance: same as insulating glass specified.
4. Acoustical performance: STC of 30 - 32.
1.02 SUBMITTALS
A. Submit for approval shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2 .01 MATERIALS
A. Units: High performance windows complying with AAMA 302.9 and AAMA 101 -
85 commercial window standard; thermal break; compression and sliding
type weatherstripping; glass fiber insect screen; hardware; Dark bronze
anodized finish; Marmet, Wausau or approved equal .
B. Glazing: 1" thick insulating glass units; glazing quality q3.
PART 3 - EXECUTION
3 .01 INSTALLATION
A. Fabricate windows to conform to AAMA class A2 commercial standards and
08520 - 1
accept 1" insulated glass.
B. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections.
C. Operation: Provide locking units with manual operation; provide pole for
out of reach hardware .
D. Provide units designed to withstand design wind load required by codes .
E. Limit infiltration to 0.10 cu. ft/min/ft of crack at design wind load.
F. Limit water penetration to zero under all conditions.
G. Restore damaged finishes and test for proper operation. Clean and
protect work from damage.
END OF SECTION
08520 - 2
SECTION 08710 - BUILDERS HARDWARE
PART 1 - GENERAL
1.01 SUMMARY
A. Provide finish hardware for sliding, swinging and bi-fold doors.
B. Refer to Section 01020 - Allowances.
1.02 SUBMITTALS
A. Submit for approval product data, hardware schedule .
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions .
PART 2 - PRODUCTS
2.01 MATERIALS
A. Hinges, butts and pivots: Full-mortise, 5 knuckle ball-bearing type;
Stanley or approved equal .
B. Locksets and latchsets :
1. Heavy duty mortise type (commercial) : Schlage L 9000 Series or
approved equal.
C. Lock cylinders and keying: Interchangeable-core pin tumbler lock
cylinders and nickel silver keys .
D. Bolts and coordinators: Ives or approved equal .
E. Exit devices: Von Duprin or approved equal.
F. Closers: •
1. Low frequency doors : LCN 4030/4130 series or approved equal .
2. High frequency doors ( fire-labelled doors, toilet room doors,
stair doors) : LCN 4010/4110 series or approved equal.
G. Overhead door holders: Glynn-Johnson or approved equal .
H. Electromagnetic hold-open devices: Sargent 1500 series or approved
equal.
08710 - 1
I . Door trim: Kickplates, armor plate, plastic plates; Brookline or
approved equal.
J. Interior sliding, bi-fold and pocket doors: Grant or approved equal.
K. Stops: Ives or approved equal.
L. Thresholds : Reese or approved equal.
M. Closet hardware: Knape and Vogt or approved equal .
N. Finish: Provide US 26D, Satin Chrome finish on all hardware except
stainless and bronze anodized aluminum doors. Provide painted plastic
covers for closers .
PART 3 - EXECUTION
3.01 INSTALLATION
A. Follow guidelines of DHI "Recommended Locations for Builder 's Hardware
for Standard Steel Doors and Frames" and hardware manufacturers'
instructions.
B. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections.
C. Adjust operation, clean and protect.
3.02 SCHEDULE
See Drawings
END OF SECTION
08710 - 2
SECTION 08800 - GLASS AND GLAZING
PART 1 - GENERAL
1.01 SUMMARY
A. Provide glass and glazing for all applications, including without
limitation, entrances and storefront, windows, skylights, glazed curtain
wall, glazed doors, transoms, and sidelights, interior glazed partition
walls, mirrors.
B. Glass Schedule:
1. Glazed doors: Single pane clear tempered.
2. Storefront: 1" thick clear insulating unit.
3. Aluminum Windows: 1" thick clear insulating unit .
1.02 SUBMITTALS
A. Submit for approval product data, warranty, maintenance data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Glazing sheets :
1. Primary glass, Fed. Spec DD-G-451:
a) Clear and tinted float glass.
b) Figured/pattern glass.
c) Wire glass.
2. Heat treated glass products, Fed. Spec DD-G-1403:
a) Heat-strengthened glass.
b) Tempered glass.
c) Spandrel glass.
3. Coated glass products.
4. Laminated glass products .
5. Mirrors, silvering, copper coating, protective organic coating.
6 . Plastic glazing:
a) Acrylic.
b) Polycarbonate.
08800 - 1
B. Insulating glass units: Sealed insulating units fabricated from two
panes of glass with air space between, dual sealing system, spacer,
desiccant, and corner reinforcement. Glass thicknesses and heat
strengthening to be determined by manufacturer for wind loading
conditions. Insulating glass warranty: 10 years.
C. Glazing materials:
1. Silicone glazing sealants .
a) Structural sealant: Dow Corning 795 or approved equal.
b) Weather seal : Dow Corning or approved equal.
2. Polysulfide glazing sealant; Sonolastic 2-Part; Sonneborn
Building Products or approved equal.
3 . Acrylic glazing sealant; Tremco Mono or approved equal.
4. Preformed glazing tape; Tremco Polyshim Tape or approved equal.
5. Glazing gaskets:
a) Lock-strip gaskets; D. S. Brown Co or approved equal.
b) Preformed gaskets; Tremco or approved equal .
6. Setting blocks, shims and spacers as required.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Inspect framing and report unsatisfactory conditions in writing.
B. Comply with FGMA "Glazing Manual" and manufacturers instructions and
recommendations. Use manufacturer 's recommended spacers, blocks,
primers, sealers, gaskets and accessories.
C. Install glass with uniformity of pattern, draw, bow and roller marks.
D. Install sealants to provide complete wetting and bond and to create a
substantial wash away from glass.
E. Set mirrors on stainless steel clips and adhere to wall with adhesive.
F. Remove and replace damaged glass and glazing. Wash, polish and protect
all glass supplied under this section.
END OF SECTION
08800 - 2
DIVISION 9 - FINISHES
SECTION 09250 - GYPSUM DRYWALL
PART 1 - GENERAL
1.01 SUMMARY
A. Provide gypsum drywall work including metal support systems:
1. Interior walls, partitions, and ceilings.
2. Exterior ceilings and soffits.
B. Install access panels in drywall.
1.02 SUBMITTALS
A. Submit for approval product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions .
B. Tolerances : Not more than 1/16" difference in true plane at joints
between adjacent boards before finishing. After finishing, joints shall
be invisible. No gaps or voids between gypsum board units or between
drywall and adjacent work, unless detailed otherwise. Not more than 1/8"
in 10 ' deviation from true plane, plumb and level in finished work .
PART 2 - PRODUCTS
2 .01 MATERIALS
A. Gypsum board:
1. Interior use: ASTM C 36, regular, water resistant, fire
resistant, and foil-backed types; U. S. Gypsum or approved
equal .
2. Exterior use: ASTM C 931, regular and fire-rated types;
U. S. Gypsum or approved equal .
B. Backer boards: Glass mesh reinforced portland cement backer board:
Durock, Wonderboard or approved equal.
C. Ceiling suspension and furring materials: Steel runners and galvanized
hanger wire; stainless steel wire for exterior soffits.
D. Joint reinforcement: ASTM C 587 paper tape and ready-mixed vinyl
compound.
09250 - 1
E. Accessories: Galvanized steel corner beads, casing beads, control
joints .
F. Acoustical insulation and sealant: Fiberglass batt cut to full center -
to-center stud dimension; U.S. Gypsum Acoustical Sealant or approved
equal.
G. Steel Studs: 20 gauge screw-type steel studs, ASTM C645.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with ASTM C840 and GA 216; except as otherwise indicated, extend
fire-rated partitions to underside of deck above ceiling and extend other
partitions at least 3" above ceilings.
B. Provide fire-rated systems where indicated and where required by
authorities having jurisdiction.
C. Install boards vertically. Do not allow butt-to-butt joints and joints
that do not fall over framing members.
D. Install trim and joint treatment in strict compliance with manufacturer 's
instructions and recommendations. Sand and leave ready for finish
painting.
E. Install framing system according to spacing indicated on drawings .
Provide blocking for grab bars, accessories and similar items.
END OF SECTION
09250 - 2
SECTION 09300 - TILE
PART 1 - GENERAL
1.01 SUMMARY
A. Provide ceramic and quarry tile work.
B. Install access panels in tile work.
1.02 SUBMITTALS
A. Submit for approval samples, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Glazed wall tile, Matte Glaze group, field tile series 2000, 2-1/16" x 2-
1/16" and accent tile series 2400, 2-1/16" x 4-1/4"; Impo Glaztile or
approved equal.
B. Quarry tile, 8" by 8" by 1/2", unglazed slip-resistant square edged tile;
American Olean Quarry Naturals or approved equal .
C. Trim: Matching field tile color, size, texture; coved base .
D. Setting Methods:
1. Floors:
a) Thin set latex portland cement mortar .
2. Walls:
a) Organic adhesive at gypsum wallboard.
3. Grout : Latex portland cement grout; Upco Co or approved equal.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with Tile Council of America and ANSI Standard Specifications for
Installation. Comply with manufacturer 's instructions and
recommendations.
09300 - 1
B. Lay tile in grid pattern with alignment of floor, base, walls and trim
grids . Layout to provide uniform joint widths and to minimize cutting;
do not use less than 1/2 tile units .
C. Provide sealant joints where recommended by TCA and approved by
Architect.
D. Grout and cure, clean and protect.
END OF SECTION
09300 - 2
SECTION 09510 - ACOUSTICAL CEILINGS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide acoustical ceilings and metal suspension system.
1. Acoustical panel ceilings, exposed suspension, complete with
moldings and trim.
1.02 SUBMITTALS
A. Submit for approval samples, product data, extra stock .
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Acoustical panels:
1. Type : 3/4" thick, molded, medium fissured mineral tile;
Armstrong Travertone, Celotex Celotone, U.S.Gypsum Acoustone or
approved equal.
a) Panel size: 24" by 48", and 24" by 24" .
b) Panel edge : Reveal edge; panel extends below grid.
c) Align pattern in same direction.
B. Exposed grid suspension system: Intermediate duty painted steel .
1. T-grid.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Measure and layout to avoid less than 1/2 panel units.
B. Install suspension by following manufacturer's instructions and
recommendations and ASTM C636.
C. Install materials and systems in accordance with manufacturer 's
instructions and approved submittals. Install materials and systems in
09510 - 1
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections .
D. Install panels with pattern running one-way.
E. Adjust, clean, and touch-up all system components.
F. Provide wrapped and labeled maintenance stock of new material equal to 2%
of ceiling panels, tile, and suspension installed.
END OF SECTION
09510 - 2
SECTION 09650 - RESILIENT FLOORING
PART 1 - GENERAL
1.01 SUMMARY
A. Provide resilient flooring and base.
1.02 SUBMITTALS
A. Submit for approval samples, product data, extra stock.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Tile flooring:
1 . Vinyl composition tile: 12" by 12" by 1/8"; Armstrong World
Industries or approved equal.
B. Sheet flooring:
I. Vinyl sheet tension flooring: 0.060" thick; Armstrong World
Industries or approved equal.
C. Accessories:
1. Wall base: 4" high, 1/8" thick, matte finish.
2. Corners: Preformed.
3 . Adhesive : Waterproof .
PART 3 - EXECUTION
3 .01 INSTALLATION
A. Comply with manufacturer 's instructions and recommendations.
B. Prepare surfaces by cleaning, leveling and priming. Level to 1/8" in 10'
tolerance.
C. Install tile with tight joints and with one-way pattern. Layout to
prevent less than 1/2 tile units.
D. Install base and trim accessories to minimize joints.
09650 - 1
E. Clean, polish, and protect.
END OF SECTION
09650 - 2
SECTION 09680 - CARPETING
!ART 1 - GENERAL
1.01 SUMMARY
A. Provide carpeting:
1. Carpet for glued-down installation.
B. Refer to Section 01020 - Allowances.
1.02 SUBMITTALS
A. Submit for approval samples, product data, warranty, maintenance data,
extra stock.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Materials:
1. Nylon: Multi-lobe nylon, soil-hiding.
B. Construction:
1. Tufted.
C. Mounting:
1. Direct glue down: Waterproof, strippable adhesive.
D. Accessories: Resilient base :
PART 3 - EXECUTION
3.01 INSTALLATION
A. Inspect substrates for detrimental conditions. Beginning work means
acceptance of substrate.
B. Prepare floors, install using method required as recommended by carpet
manufacturer
09680 - 1
C. Install materials in accordance with manufacturer's instructions and
approved submittals. Install materials in proper relation with adjacent
construction and with uniform appearance. Coordinate with work of other
sections.
D. Install edge guards; clean and protect.
3 .02 SCHEDULE
See Drawings
END OF SECTION
09680 - 2
SECTION 09680 - CARPETING
PART 1 - GENERAL
1.01 SUMMARY
A. Provide carpeting:
1. Carpet for glued-down installation.
B. Refer to Section 01020 - Allowances.
1. 02 SUBMITTALS
A. Submit for approval samples, product data, warranty, maintenance data,
extra stock .
1. 03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years . Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Materials:
1. Nylon: Multi-lobe nylon, soil-hiding.
B. Construction:
1. Tufted.
C. Mounting:
1. Direct glue down: Waterproof, strippable adhesive.
D. Accessories : Resilient base. , •
PART 3 - EXECUTION
3.01 INSTALLATION
A. Inspect substrates for detrimental conditions. Beginning work means
acceptance of substrate .
B. Prepare floors, install using method required as recommended by carpet
manufacturer
09680 - 1
C. Install materials in accordance with manufacturer's instructions and
approved submittals. Install materials in proper relation with adjacent
construction and with uniform appearance. Coordinate with work of other
sections.
D. Install edge guards; clean and protect.
3.02 SCHEDULE
See Drawings
END OF SECTION
09680 - 2
SECTION 09250 - GYPSUM DRYWALL
PART 1 - GENERAL
1.01 SUMMARY
A. Provide gypsum drywall work including metal support systems:
1. Interior walls, partitions, and ceilings.
2. Exterior ceilings and soffits.
B. Install access panels in drywall .
1.02 SUBMITTALS
A. Submit for approval product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years . Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
B. Tolerances: Not more than 1/16" difference in true plane at joints
between adjacent boards before finishing. After finishing, joints shall
be invisible. No gaps or voids between gypsum board units or between
drywall and adjacent work, unless detailed otherwise. Not more than 1/8"
in 10 ' deviation from true plane, plumb and level in finished work.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Gypsum board:
1. Interior use: ASTM C 36, regular, water resistant, fire
resistant, and foil-backed types; U. S. Gypsum or approved
equal .
2 . Exterior use : ASTM C 931, regular and fire-rated types;
U. S. Gypsum or approved equal .
B. Backer boards: Glass mesh reinforced portland cement backer board:
Durock, Wonderboard or approved equal.
C. Ceiling suspension and furring materials: Steel runners and galvanized
hanger wire; stainless steel wire for exterior soffits .
D. Joint reinforcement : ASTM C 587 paper tape and ready-mixed vinyl
compound.
09250 - 1
E. Accessories: Galvanized steel corner beads, casing beads, control
joints.
F. Acoustical insulation and sealant: Fiberglass batt cut to full center -
to-center stud dimension; U.S. Gypsum Acoustical Sealant or approved
equal.
G. Steel Studs: 20 gauge screw-type steel studs, ASTM C645.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with ASTM C840 and GA 216; except as otherwise indicated, extend
fire-rated partitions to underside of deck above ceiling and extend other
partitions at least 3" above ceilings.
B. Provide fire-rated systems where indicated and where required by
authorities having jurisdiction.
C. Install boards vertically. Do not allow butt-to-butt joints and joints
that do not fall over framing members.
D. Install trim and joint treatment in strict compliance with manufacturer's
instructions and recommendations. Sand and leave ready for finish
painting.
E. Install framing system according to spacing indicated on drawings .
Provide blocking for grab bars, accessories and similar items.
END OF SECTION
09250 - 2
DIVISION 10 - SPECIALTIES
SECTION 10160 - TOILET PARTITIONS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide toilet partitions and screens.
1. Floor-supported, overhead-braced partitions.
1.02 SUBMITTALS
A. Submit for approval samples, shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Plastic laminate: Pressure-laminated one-piece face sheets, 0 .062"
thick; Sanymetal Products Co or approved equal.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections.
B. Limit openings between panels, doors and pilasters to less than 1/2".
C. Adjust hardware, clean, and protect work.
END OF SECTION
10160 - 1
SECTION 10800 - TOILET ACCESSORIES
PART 1 - GENERAL
1.01 SUMMARY
A. Provide toilet accessories at toilet rooms.
1.02 SUBMITTALS
A. Submit for approval product data, accessory schedule.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer 's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Units: Stainless steel fabrication with AISI No. 4 bright directional
polish finish; Bobrick Washroom Equipment, Inc or approved equal:
B. Mounting:
1. Surface Mounted.
C. Types and quantities:
1. Towel Dispenser, 1 per toilet room.
2. Toilet tissue dispenser, 1 per stall.
3. Soap dispenser; 1 per basin.
a) Surface-mounted.
5. Grab bars; 1 pair per handicapped stall.
6. Mirror units; 1 per basin.
7. Towel bars, 1 per shower room.
8. Soap dish, 1 per shower room.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged finishes and test for proper operation. Clean and
protect work from damage.
{ END OF SECTION
10800 - 1
DIVISION 11 - EOUIP SIT
SECTION 11132 - PROJECTION SCREENS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide projection screens.
1.02 SUBMITTALS
A. Submit for approval product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Operation:
1. Manually-operated pull-down units.
B. Mounting:
1. Recessed, ceiling mounted
C. Screen fabric:
1. Glass-beaded.
2. Non-gloss, mat white (for wide-shallow rooms) .
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections.
B. Restore damaged finishes and test for proper operation. Clean and
protect work from damage.
END OF SECTION
I
11132 - 1
DIVISION 12 - FURNISHINGS
SECTION 12390 - KITCHEN CABINETS
PART 1 - GENERAL
1.01 SUMMARY
A. Provide prefabricated kitchen cabinets.
1.02 SUBMITTALS
A. Submit for approval samples, shop drawings, product data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions .
PART 2 - PRODUCTS
2.01 MATERIALS
A. Face material and finish:
1. Wood, red oak veneer for transparent finish.
2. Plastic laminate.
B. Face construction:
1. Flush overlay style.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's
instructions and approved submittals. Install materials and systems in
proper relation with adjacent construction and with uniform appearance .
Coordinate with work of other sections.
B. Anchor securely in place; coordinate with countertop installation.
C. Adjust and lubricate hardware.
D. Restore damaged finishes and test for proper operation. Clean and
protect work from damage.
END OF SECTION
12390 - 1
SECTION 12690 - ENTRANCE MATS
IL
PART 1 - GENERAL
1.01 SUMMARY
A. Provide entrance mats for building entrances.
1.02 SUBMITTALS
A. Submit for approval samples, shop drawings, product data, maintenance
data.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of
acceptable manufacturers which have been in satisfactory use in similar
service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Mats:
1. Rigid extruded aluminum floor grid with vinyl insert.
B. Mounting:
1. Recessed mounted with frame.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Fabricate units in shop to greatest extent possible. Verify sizes by
field measurement before fabrication where possible; do not delay job
progress.
B. Comply with manufacturer's instructions and recommendations. Install
frame with longest available pieces and hairline joints. Miter corners.
Shim, anchor and grout in place. Place mats within frames flush with
adjacent floors to prevent tripping hazards and interference with door
swings . Clean and protect work from damage.
END OF SECTION
12690 - 1
DIVISION 13 - SPECIAL OCl4SPRUCPION
SECTION 13120 - PRE-ENGINEERED BUILDINGS
This section specifies a rigid-frame-type metal Building system. Drawings and
other specification sections may apply to this section.
1.1 APPLICABLE PUBLICATIONS:
A. American Institute of Steel Construction (AISC) : "Manual of Steel
Construction" .
B. American Iron and Steel Institute (AISI ) : "Cold-Formed Steel Design
Manual", 1986 edition.
C. American Society for Testing and Materials (ASTM) :
1. A36-88 Structural Steel.
2. A446-87 Steel Sheet, Zinc-Cdated (Galvanized) by the Hot-
Dipped Process, Structural Quality
3. A463-88 Steel Sheet, Cold Rolled, Aluminum Coated Type 2.
4. A792-86 Steel Sheet, Aluminum-Zinc Alloy-Coated by the Hot-
Dip Process.
5. A570-88 Steel, Sheet and Strip, Hot Rolled, Structural
Quality.
6 . A572-88 High Strength Low-Alloy Columbium-Vanadium Steels of
Structural Quality.
7. A307-88 Carbon Steel Bolts .
8. A325-88 High Strength Bolts for Structural Joints.
D. Underwriters Laboratories (UL) : "Tests for Wind-Uplift Resistance of
Roof Assemblies - UL 580" .
E. American Welding Society's (AWS) "Standard Code for Arc and Gas
Welding in Building Construction"
F. Metal Building Manufacturers Association (MBMA) : "Low Rise
Building Systems Manual" .
1 .2 Quality Assurance
1.2. 1 The Metal Building System shall be designed, engineered and fabricated by
a Building Manufacturer who has been regularly engaged for a least twenty (20)
years in the design, engineering and fabrication of the type and quality herein
specified.
1 .2. 2 Unless otherwise noted, all materials in this specification shall be
furnished by the Building Manufacturer .
1.2.3 The Building Manufacturer shall be certified for AISC's QUALITY
CERTIFICATION, CATEGORY MB program. This project shall be engineered and
fabricated to meet the requirements of this certification.
1.2. 4 All structural mill sections and welded plate sections shall be designed
in accordance with the AISC's "Manual of Steel Construction" .
1.2. 5 All cold-formed steel structural members shall be designed in accordance
with the 1986 edition AISC's "Cold-formed Steel Design Manual" .
1.2. 6 All roof and wall panels shall be designed in accordance with the AISI 's
"Cold-formed Steel Design Manual" .
13120 - 1
1.2.7 Welded connections shall comply with the American Welding Society's (AWS)
Standard Code for Arc and Gas Welding in Building Construction" for welding
procedures.
1 .2.8 All materials shall be new and unused prior to fabrication. The Building
Manufacturer shall warrant the materials manufactured by it, if properly erected
in accordance with the plans, specifications and erection manual furnished by
it, against defects in materials and workmanship for a period of one (1) year
after delivery.
1.3 RECEIVING, STORAGE AND HANDLING OF MATERIALS ON JOBSITE
1.3.1 All materials shall be unloaded, handled, hauled and delivered to storage
by competent workmen in a manner which will prevent bends, dents, scratches or
other damage. Damaged materials shall be rejected and promptly replaced. All
materials shall be properly stored and protected from weather damage.
All shipments must be thoroughly checked by the consignee . If shortage or
damage is found, a notation must be placed on the bill of lading and must be
confirmed by the carrier .
1.3.2 PRIMED MATERIALS:
Upon receipt, all bundles of primed material shall be stored on blocking at an
angle sufficient to allow any trapped water to drain and should be protected
from the weather by covers allowing air circulation. Water, ice and snow should
not be allowed to collect and remain thereon.
1.3. 3 ROOF AND WALL PANELS:
Bundles of panels shall be inspected for moisture upon receipt. If moisture is
present, dry the panels and, if possible, store them in a warm, dry place . The
panel bundles shall be elevated and sloped in a manner to allow moisture to
drain. Cover all bundles with a tarp or plastic, leaving airspaces for adequate
air circulation.
1. 4 ERECTION
1. 4.1 The erection of the metal building and the installation of accessories
shall be performed in accordance with the Building Manufacturer 's erection
drawings and erection manuals by a qualified erector using proper tools,
equipment and safety practices.
1. 4 . 2 Erection practices shall conform to Section 6, Common Industry Practices
found in the "Low Rise Building Systems Manual", MBMA 1986 Edition.
1.4. .3 There shall be no field modifications to primary structural members
except as authorized and specified by the Building Manufacturer.
SECTION 2: FRAMING
2.1 Primary framing and columns, purlins, girts, eave struts, other structural
members and clips shall be factory punched for easy and rapid erection by field
bolting, except where shop connections are used. Field welding will not be
permitted unless specified by the Building Manufacturer and allowed by the
13120 - 2
Architect of Record or the Engineer of Record.
2 .2 RIGID FRAMES
2.2.1 Rigid Frames shall be complete with baseplates and splice plates prepared
for field-bolted connections. They shall consist of built-up sidewall columns
of tapered or constant web depths (see drawings for allowable shape) and rafters
with tapered or constant web depths as required by the Building Manufacturer 's
design. Interior columns may be pipe sections and located where shown on the
drawings.
2 .2.2 The rigid frames shall be designed as pinned base, with no moment
transferred to the foundation, unless specified otherwise.
2.2. 3 Steel for all built-up sections shall meet as applicable the physical and
chemical properties of ASTM A 572 modified to 55,000 psi minimum yield and
70„000 psi minimum tensile strength, or ASTM A 607-85, Grade 55, or ASTM A 572-
88c modified to 55,000 minimum yield and 70,000 psi minimum tensile strength, or
ASTM A 570-88, Grade 55.
2.2.4 Hot-rolled structural shapes shall comply with the requirements of ASTM
A36-88. Pipes shall comply with the requirements of ASTM A500, ASTM A501, or
ASTM A53.
2.3 ENDWALL FRAMING
The endwall columns and beams shall consist of cold-formed "C" sections, hot-
rolled sections or builtup sections meeting their respective material
specifications.
2. 4 SECONDARY FRAMING STEEL
2.4. 1 Steel used to form the "Z" and "C" shaped purlins, girts and eave struts
shall be at least 8" deep and not less than 16 gauge, 55,000 psi minimum yield
steel comparable to or exceeding the requirements of ASTM A570-88 .
2. 4.2 When designed as continuous beams, the purlins and girts shall be checked
for the combined bending and shear stresses at the frame centerline and at the
end of their laps.
2.5 BRACING
2.5.1 Locate bracing as shown on the drawings to remove horizontal wind and
seismic forces . The bracing may be either:
1. Cables of ASTM A475, 7 strand, Extra-High-Strength material, 1/4"
diameter minimum.
2. ASTM A36 rods, 1/2" diameter minimum.
3 . ASTM A36 angle, pipe or tube.
2.5.2 If x-bracing cannot be used, portal frames or fixed-base endwall columns
may be used.
2.6 STRUCTURAL PAINTING
2.6.1 All structural steel and light gauge steel members shall be cleaned of
loose mill scale, dirt and other foreign material by the procedures of SSPC-SP2
and then be given a one mil coat of red oxide primer meeting or exceeding the
13120 - 3
performance requirements of Specification SSPC 15-68T (replaces and is
equivalent to Federal Specification TT-P-636D) . The primer is not intended to
be a finish coat.
2.6.2 Abrasions caused by handling and erection shall be touched-up by the
contractor performing field touch-up. Use the same primer used by the Building
Manufacturer .
2. 7 STRUCTURAL BOLTS
All field connections shall be made with black, unpainted ASTM A325 or A307
bolts, nuts and washers as shown on the Building Manufacturer 's erection
drawings. All bolts shall be installed and tightened in accordance with the
"Specification for Structural Joints Using ASTM A325 or A490 Bolts. "
2 . 8 ANCHOR BOLTS
Anchor bolts shall be ASTM A307 and installed in accordance with the Anchor Bolt
Plan furnished by the Building Manufacturer (Anchor Bolts not furnished by
Building Manufacturer ) .
SECTION 3: DESIGN CRITERIA
3 .1 All code references are to the 1988 ICBO Uniform Building Code, except Wind
Load references are to the 1986 MBMA "Low Rise
Building Systems Manual".
3 .1.1 Combination of loads shall be in compliance with UBC Section 2303.
3. 2 ROOF LOADS shall be applied in compliance with UBC Section 2305 (Roof
Loads) and UBC Section 2315 (Snow Loads) , and shall not be less than:
1. DEAD LOAD: Weight of all building components furnished by the metal
building system manufacturer.
2. ROOF LIVE LOAD shall be as specified in UBC Table 23-c.
3. ROOF SNOW LOAD shall be determined using:
Pf = Pg * Ce * I
Ground Snow Load, Pg (UBC Section 2317) = 30 psf
Snow Exposure Factor, Ce (UBC Table A-23-S) = . 7
Snow Importance Factor, I (UBC Table A-23-T) = 1. 0
4. COLLATERAL AND MECHANICAL LOADS = 5 psf
A. This includes the weight of non-structural materials and
equipment supported by the structure, including (but not
limited to) HVAC units, ductwork, conduit, sprinkler and
utility piping, suspended ceilings, lighting and other building
accessories.
B. This load shall be added to DEAD LOAD and combined with ROOF
LIVE LOAD, ROOF SNOW LOAD, WIND LOAD and SEISMIC FORCES in
compliance with Section 2303.
5. In addition to the Collateral and Mechanical Loads, the rigid frame
shall be designed to support and additional collateral load of N/A
psf. This additional load will not be applied to the roof purlins.
3.3 WIND LOADS shall be applied in compliance with Section 5 of the 1986 MBMA
"Low Rise Building Systems Manual", and shall be not less than:
1. BASIC WIND SPEED V, = 85 mph
13120 - 4
(MBMA Figure 5.1 or MBMA Appendix A14)
2. WIND IMPORTANCE FACTOR, I (MBMA Table C5.1) = 1.00
3 .4 SEISMIC FORCES
This building shall be designed and constructed to resist the earthquake effects
determined from UBC Section 2312.
1. The Occupancy Importance Factor shall be 1.0, as determined from UBC
Table 23-L.
2. This building is in Seismic Zone 1 as determined from UBC Figure 2 .
SECTION 4: ROOF PANELS AND FINISHES
4.1 ROOF PANEL DESCRIPTION
4 .1.1 Roof panels shall have major ribs 12" on center and 1-3/16" high. In the
flat area between the major ribs shall be two smaller ribs. Each panel shall
provide 36" net coverage in width, side laps of at least one major rib and a
purlin-bearing leg.
4.2 PANEL FINISH
4.2.1 Panel material shall be aluminum-zinc alloy-coated steel, AZ 55
designation, conforming to requirements of ASTM A792.
4.3 PANEL LENGTH AND ENDLAPS
All roof panels shall be continuous from eave to ridge except where lengths
become prohibitive for handling purposes. All end laps shall be at least 6" .
4.4 CLOSURE STRIPS
The corrugations of the roof panels shall be filled with a preformed closed
cell, laminated polyethylene foam closure along the eaves and ridge for weather
tightness .
4.5 SEALANTS
The roof side-laps and end-laps shall be sealed with a mastic sealer 3/16"
diameter for roof slopes of 1:12 . The material shall be a butyl base elastic
compound with a minimum solid content of 99%, Chemseco Sealum TC95 or equal.
The sealer shall have good adhesion to metal and be non-staining, non-corrosive,
non-shrinking, non-oxidizing, non-toxic, and non-volatile . The service
temperature shall be from -60 degrees F to +212 degrees F. The material shall
meet or surpass the requirements of Federal Specification TT-C-1796A Type II,
Class B and NAAMM SS-1C-68 .
SECTION 5: WALL PANELS AND FINISH
5.1 WALL PANEL DESCRIPTION
Wall panels shall have major ribs 12" on center and 1-3/16" high. In the flat
area between the major ribs shall be two smaller ribs. Each panel shall provide
36" net coverage in width and side laps of at least on major rib.
5.2 WALL PANEL MATERIAL
5.2.1 Panel material shall be 26 gauge and have a minimum yield stress of
80,000 psi (Grade E) .
13120 - 5
5.3 PANEL FINISH
5.3.1 The panels shall have an exterior finish meeting or exceeding for the
following criteria:
A. EXTERIOR SURFACE
1. Prime Coat: The base metal shall be pretreated and primed with
an epoxy or urethane type primer for superior adhesion and
superior resistance to corrosion. The dry film thickness shall
be 0.2 mils.
2. Exterior Coat: After priming, the exterior side shall be given
a 20 year long life coating baked in excess of 500 degrees F.
To a controlled dry film thickness of .7 to .8 mils.
3. Excellent weatherability and resistance to coating
deterioration shall be evident when subjected to the following
tests:
1. Humidity Resistance: Immediately after removal from
cabinet, the exposed area shall contain less than 5% No. 8
blisters, after 1000 hours when tested according to ASTM
D-2247.
2. Salt Spray Resistance: Immediately after removal from
cabinet, the exposed area shall contain less than 5% No. 8
blisters, after 750 hours when tested according to ASTM B-
117
3. Specular Gloss: The gloss rating shall be 25-35 degrees on
a Gardner 60 degree gloss meter when tested in accordance
with ASTM 522.
4 . Hardness: The coating shall have a minimum paint hardness
of F-2H using Eagle Turquoise drawing pencils.
5. Q.U.V. Weatherometer: There shall be no objectionable
color change, chalking or blistering after 300 hours when
tested in accordance with ASTM G 53.
B. INTERIOR FINISH:
The interior finish shall have a parchment polyester top coat over an
epoxy or urethane primer. The dry film thickness shall be 0.3 mils.
5.3.2 COLOR SELECTION
Exterior panel and trim colors will be selected from the Building Manufacturer 's
standard colors. Submit two (2) color charts with the proposal .
5.4 WALL FINISH WARRANTY
5. 4.1 Pre-painted panels shall be warranted for a period of 20 years from the
effective date as follows:
A. When the panels are used as vertical surfaces:
1. The paint will not crack, check or peel .
2. The paint will not chalk in excess of a numerical rating of 8
when measured in accordance with the standard procedure
specified in ASTM D-659-44 (re-approved in 1965) .
3. The paint will not fade or change in color in excess of 5 units
of color difference (NES Units) when measured in accordance
with the standard procedure specified in ASTM D2244-68,
Paragraph 3.7.
B. When the panels are used as surfaces other than vertical surfaces,
13120 - 6
the paint will not crack, check or peel.
5. 4.2 Submit with the proposal 2 sample copies of the warranty, clearly stating
its terms and conditions.
5. 4 WALL PANEL FASTENERS
5.4.1 Wall panels shall be attached to the secondary framing members by self-
drilling carbon steel screws, No . 12 x 1 1/4" hex washer head, cadmium or zinc
plated, assembled with a 0.040" minimum thickness nylon isolation washer .
5.4.2 Wall panel sidelaps shall be stitched by self-tapping carbon steel
screws, No. 14 x 3/4" Type "A" or "AB", cadmium or zinc plated, assembled with a
0. 040" minimum thickness nylon isolation washer .
5.4.3 The fasteners shall be color coordinated with a premium coating system
which assures a 20 year performance against corrosion and weathering. The
fasteners shall be suitable for use with fiberglass blanket insulation from 0"
to 4" thick. Plastic color caps are not allowed.
5.5 PANEL LENGTH
All wall panels shall be continuous from sill to roof line except where lengths
become prohibitive for handling purposes . Any end laps shall be at least 4" .
5.6 CLOSURE STRIPS
At the eaves and rake and where panels end over or under a door, window, louver
or other such wall openings, the wall panel corrugations shall be filled with a
pre-formed closed cell, laminated polyethylene foam closure when required for
weather tightness.
5.7 GUTTER, RAKE AND WALL TRIM
5.7.1 Exterior gutter shall be 24 gauge, 090 galvanized or aluminum-zinc alloy
coated steel with the same finish as the wall panels. Color shall be White or
Burnished Slate.
5.7.2 Downspouts shall be 28 gauge galvanized or aluminum-zinc alloy coated
steel with a color coordinated, pre-painted finish. Their color shall be the
same as the wall panels.
5.7.3 Standard rake trim shall be 26 gauge, G90 galvanized or aluminum-zinc
alloy coated steel with the same finish as the wall panels . Color shall be
White or Burnished Slate. If the roof is a Standing Seam or Loc-Seam system,
the rake shall be attached to the endwall material with a slip joint, allowing
the rake to expand and contract with the roof system.
5.7 .4 Wall trim shall be 26 gauge, G90 galvanized or aluminum-zinc alloy coated
steel with the same finish as the wall panels. Color shall be the same as the
wall panels.
5.7.5 All gutter and downspout joints, rake flashing laps, ridge flashing laps,
doors, windows and louvers shall be sealed with Sika Sikaflex 201 caulk or
equal . It shall meet or exceed the requirements of Federal Specification TT-S-
13120 - 7
00230C, Type II, Class A.
5.8 BASE MEMBER
5.8.1 Base Channel with Trim:
The base of the wall panel is to be attached to a 16ga. minimum thickness
channel with a pre-finished 26ga. minimum thickness trim sandwiched between the
panel and channel. The trim is to be located to create a sheeting ledge. These
components are to be provided by the Building Manufacturer.
5.8.2 At sills where the wall panels do not extend to the slab, a pre-painted
base member 0.043" thick or a girt plus flashing detail shall be used. Unless
clearly stated otherwise, the base member and girt are not to be designed as a
horizontal spandrel bracing the top of the hardwall wainscot.
5.8.3 Fasteners connecting the base member or girt to the foundation or top of
the wainscot are not by the building manufacturer .
SECTION 6 : WALL ACCESSORIES
6.1 DOORS AND WINDOWS
Doors and windows shall be as required by drawings and specified under division
8 DOORS AND WINDOWS.
6 .2 WALL LIGHTS
Wall lights shall be translucent fiberglass panels made in the same
configuration as the wall panels. They shall meet or exceed applicable
requirements of ASTM D3641-80 Type 1, and ICBO Research Report no. 1412.
Material weight shall not be less than 6 ounces per square foot.
6 .3 FRAMED OPENINGS
Framed Openings shall be designed to structurally replace displaced framing and
to resist applicable wind loads. Framing shall consist of jambs, a header and ,
if required, a seal. Color coordinated flashings of 26 gauge (minimum) steel
shall be provided to conceal panel edges at the opening. Furnish openings as
shown on the drawing.
6 .4 LINER PANELS
6 .4.1 Liner panels of 26 gauge steel shall be furnished as shown on the
drawings and Room Finish Schedules. The panels shall be a long-span
configuration and pre-painted with a finish equal to or exceeding American
Buildings Long Life Finish.
6.4.2 The liner system shall include a base angle and a cap flashing at the top
of all panels, regardless of height.
END OF SECTION
13120 - 8
DIVISION 14 - CONVEYING SYSTEMS
DIVISION 14 - CONVEYING SYSTEMS
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DIVISION 15 - MECIii9NICAL
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DIVISION 15
SECTION 15010 BASIC MECHANICAL REQUIREMENTS
PART 1 GENERAL
1.01 SCOPE
A. Work under entire Division 15 of the specifications shall
be subject to the General Conditipns and Supplementary
General Conditions as presented elsewhere in these
specifications .
This Division of the Specifications shall include complete
mechanical systems as set forth in the drawings. The
Mechanical Contractor shall provide all supervision, labor,
materials, equipment, machinery, and any-and-all-other
items necessary to complete the mechanical systems.
Any questions regarding equipment or its intended operation
shall be presented to the Architect in writing during the
bidding period. Where trade conflicts occur that cannot be
resolved, the Mechanical Contractor shall request clarifi-
cation from the Architect.
B. The Drawings and Specifications are complementary. In case
of disagreement between Drawings and Specifications, the
specifications shall rule. If there is a disagreement
within either document itself, the better quality or larger
quantity shall be figured into the bid.
Drawings are diagrammatic in character and do not neces-
sarily indicate every required offset, valve, fitting, etc.
C. Submission of a bid constitutes acceptance of drawings and
specifications in compliance with applicable codes.
1 .02 QUALITY CONTROL
A. Comply with all applicable codes and ordinances of local
and state authorities including but not limited to:
Uniform Building Code
National Fire Protection Association Codes
Uniform Plumbing Code
Uniform Fire Code
Uniform Mechainal Code
If discrepancies occur between these Specifications and
local codes, utility requirements, etc. , the most stringent
requirements apply.
15010-1
1.03 JOB CONDITIONS
A. Examine existing conditions prior to bidding.
B. Coordinate progress of all work to conform to progress of
work of other trades. Complete the entire installation as
soon as the condition of the building will permit. Con-
tractor will bear costs resulting from defective or ill-
timed work performed under this Division.
C. The Mechanical Contractor shall protect all equipment and
materials from damage before, during, and after
installation. He shall also close all building openings at
the end of each days work .
D. Existing utilities are indicated as accurately as possible
on the drawings. Relocation of utilities encountered and
not shown on drawings will be directed by change order
after being brought to the attention of the Architects.
Close all openings and/or repair damage in an acceptable
manner to all utilities encountered regardless of whether
shown or not.
1.04 CODES, PERMITS, AND FEES
A. The Mechanical Contractor shall obtain and pay for all
required permits , inspections , utility service connections,
meters, and certificates. Notify the Architect of any
items not meeting applicable code requirements.
B. The Mechanical Contractor shall include in the work ,
without any extra cost to the Owner , any labor, materials,
services, apparatus and shop drawings that are required to
comply with all the applicable laws, codes, ordinances,
rules, and regulations whether shown and specified or not.
C. These construction documents and the several phases of
construction hereby contemplated are to be governed at all
times by applicable provisions of the Federal and State
laws pertaining to the occupation, safety and health of
persons performing the work .
1.05 SUBMITTALS
A. Shop Drawings and Product Data: The Mechanical Contractor
shall furnish the number of copies required by the General
and Supplemental Conditions of the contract but in no case
less than four (4) copies each. Shop drawing and product
data submittals processed by the Engineer or Architect are
not change orders .
If deviations, discrepancies, or conflicts between shop
drawing and product data submittals and the Contract
Documents (in the form of design drawings and specifica-
15010-2
tions) are discovered either prior to or after shop drawing
submittals are processed by the Architect or Engineer, the
Contract Documents shall take precedence.
1.06 SCAFFOLDING, RIGGING, AND HOISTING
A. The Mechanical Contractor shall furnish all scaffolding,
rigging, hoisting, and services necessary for erection and
delivery into the premises of any equipment and apparatus
to be furnished . Remove the same from the premises when no
longer required.
1.07 QUIET OPERATION
•
A. All work shall operate under all conditions of loading
without any sound or vibration which is objectionable in
the opinion of the Architect. In the case of moving
machinery, any sound or vibration noticeable inside of the
occupied space or excessive noise and/or vibration inside
the equipment room will be considered objectionable and
will require correction at no cost to the Owner or
Architect .
1.08 ACCESSIBILITY
A. The Mechanical Contractor shall be responsible for the
sufficiency of the size of shafts and chases and for the
adequate clearance in the double partitions and hung
ceilings for the proper installation of his work . The
Mechanical Contractor shall cooperate with the General
Contractor and all other contractors whose work is in the
same space and shall advise the General Contractor of his
requirements . All such spaces and clearances shall be kept
to the minimum size required.
B. The Mechanical Contractor shall locate all equipment which
must be serviced, operated or maintained in fully acces-
sible positions. If required for accessibility, he shall
furnish access doors, etc. for this purpose. Minor acces-
sibility and any changes for accessibility shall be
approved by the Architect prior to making the change.
C. The Mechanical Contractor shall provide the General
Contractor with the exact locations of access panels for
each concealed valve, control damper, or other device
requiring service. Locations of these panels shall be
submitted in sufficient time to be installed in the normal
course of work .
1.09 ALTITUDE CORRECTION
A. All air moving equipment shown on the drawings, and speci-
fied herein, shall be at the operating altitude. The
manufacturer and/or supplier shall make whatever adjust-
15010-3
ments are necessary to deliver the specified CFM. The
manufacturer and/or supplier shall provide at no cost to
the Owner any sheaves or motors required to produce the
specified capacities at the operating altitude.
B. All fuel burning equipment, except for atmospheric type gas
burners, shall deliver specified capacity at actual
elevation.
PART II PRODUCTS
2.01 PROJECT STANDARDS FOR EQUIPMENT AND MATERIALS
A. Unless specified otherwise all materials and equipment
shall be of domestic (USA) manufacture and shall be of the
best quality used for the purpose in commercial practice.
B. Certain materials and equipment in this specification are
specified by manufacturer and catalog numbers, these are
used to establish a degree of quality and type for such
equipment and material.
C. Where more than one manufacturer is given in the
specifications, the manufacturer ' s material or equipment
listed first is shown on the plans and the cost of any
changes, duct or piping requirements, space requirements,
or changes required by other trades are to be borne by the
Contractor when alternate named or approved manufacturers
are used in lieu of the first named.
2.02 SUBSTITUTION OF EQUIPMENT AND MATERIALS
A. If the Mechanical Contractor would like to substitute
material or equipment of equal quality, he shall furnish a
letter in triplicate to the Architect requesting prior
approval by providing complete catalog data during the
bidding period.
B. When alternate or substitute materials are used, the con-
tractor shall be responsible for space requirements, con-
figurations, performance changes in bases, electrical
requirements supports, structural members and openings in
structure, and other apparatus and trades that may be
affected by their use.
2.03 OWNER EQUIPMENT
A. Contractor shall receive and be responsible for all owner-
furnished equipment and provide rough-in and final
connections for the same.
15010-4
2.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Make provisions for the delivery of all materials and make
the required arrangements with other contractors on the job
for the introduction into the building of equipment too
large to pass through finished openings.
B. Where materials are indicated to be furnished by others to
the contractor for installation, these materials shall be
checked and their delivery properly receipted. Assume full
responsibility for the storage and safe-keeping of said
materials from time of delivery until final acceptance.
Cover and protect with weatherproof materials all equipment
stored outdoors.
PART III EXECUTION
3 .01 INSPECTIONS BY CONTRACTOR
A. The Mechanical Contractor shall inspect all work and report
any defects that affect the work covered by this Division
to the General Contractor. Do not proceed with the work
until the defects are corrected. No waiver or respon-
sibility for defective work will be allowed due to failure
to report unfavorable conditions affecting the work .
3 .02 PREPARATION
A. Field Measurements: Base final installation of all
materials and equipment on dimensions and conditions
governing this work at the building. No extra compensation
will be allowed for differences between actual dimensions
and those indicated on the drawings.
3 .03 INSTALLATION
A. Workmanship: Perform all work in accordance with good
commercial practice. The good appearance of the finished
work shall be of equal importance with its mechanical
efficiency.
B. Supervision: The mechanical foreman or superintendent
shall be responsible for the work of all subcontractors
working under him and all questions or directions shall be
routed through him.
C. Installation Procedures: Before starting any excavation,
the contractor shall:
1. Uncover and determine the elevation at the beginning
and end of each line.
15010-5
2. Compute and verify the depth of all lines and grade of
sewer lines and submit figures in writing.
3 . Stake the route of each line.
4 . Arrange the utility connections with the authorities.
5 . Locate and identify any conflicting underground
structures and adjust the grade or routing to
accomodate installation of the lines.
Properly size and locate all anchors, cases, recesses,
openings, etc. required for proper installation of the
work .
3 .04 PROJECT RECORD DOCUMENTS
A. Maintain a set of drawings for all work performed under
this Division of the Specifications with all changes or
deviations from the original drawings neatly marked in
contrasting colored ink . Do not use this set of drawings
for any other purpose.
3 .05 MECHANICAL SYSTEMS START-UP
A. Notify the Architect prior to the start-up of any and all
equipment. Exercise extreme care in starting-up the
mechanical systems to prevent rapid expansion of concrete
or damage to other building materials.
3 .06 SCHEDULE OF TESTING
A. A schedule of testing shall be drawn up by the Mechanical
Contractor in such a manner that it will show area tested,
test pressures, length of time for the tests, date,
signature of testing personnel, etc.
B. All testing must be performed in the presence of the
General Contractor or his authorized representiative and
his signature must appear on the schedule of testing.
C. All testing must be performed in accordance with the
procedures set forth in these Specifications.
D. At the completion of all testing, the schedule shall be
submitted to the architect as well as copies of all test
reports or results.
3 .07 COMPLETION
A. Clean up all exposed surfaces of all piping, hangers,
ducts, and other exposed metal of all grease, plaster,
unwanted paint or other foreign material.
15010-6
Remove from the building, the premises and surrounding
streets, etc. all rubbish and debris resulting from the
operations and leave all equipment spaces absolutely clean
and ready to use.
B. Acceptance Demonstration: Instruct the Owner 's representa-
tives on the proper operation and maintenance of the
mechanical systems.
C. Operation and Maintenance Instructions: Submit at least
three (3) copies of an "Operation and Maintenance Manual"
to the Architect for review prior to the completion of the
project. Each manual shall be bound in an 8 1/2" x 11"
three ring binder with tab dividers for each major equip-
ment section. On sheets where more than one piece of
equipment is shown, identify the item used on the project.
Include the following as a minimum:
Operational instruction for entire system including
start-up, shutdown and failure modes
Lubrication instructions
Cleaning or part replacement instructions
Actual belt numbers and/or filter numbers
Valve tag schedule
Installation instructions
D. Final acceptance by the Owner will not occur until the
Contractor has made all final adjustments, completed all
defect and omission items, operating instructions have
been mounted in the mechanical rooms, and the Owner 's
employees thoroughly instructed in the operation and
maintenance of mechanical equipment and systems.
3 .08 GUARANTEE
A. Material or labor found defective within one year after
final completion and acceptance of the project, will be
replaced without cost to the Owner.
B. Damage caused by defective work or material installed under
this contract within the above-mentioned period will be
repaired to the Architect 's satisfaction without cost to the
Owner.
END OF SECTION 15010
15010-7
SECTION 15050 BASIC MATERIALS AND METHODS
PART I GENERAL
1 .01 SCOPE
A. Furnish and install all materials and accessories required
for Division 15 of the specifications.
1.02 QUALITY ASSURANCE
A. Comply with applicable requirements of the following standards:
National Certified Pipe Welding Bureau
ASME Boiler Pressure Code
American Water Works Association
ANSI B31 Piping Standards
Underwriter Laboratories
National Fire Protection Association
ASTM D2241
ASTM D2466
B. All welders engaged in work under this Division shall be
certified by the National Certified Pipe Welding Bureau .
Each operator ' s certificate shall be on file at the site
and shall be made available to the Architect or Engineer
upon request .
1.03 SUBMITTALS
A. Provide product data for the following if used on this
project:
Valves
Supports and Anchors
Motors
Mechanical Vibration
PART II PRODUCTS
2 .01 ACCEPTABLE MANUFACTURERS
Valves: Milwaukee
Crane
Jenkens
Kennedy
Nibco
Powell
Stock ham
or approved equal
15050-1
Pressure Regulating Valves: Watts
Crane
Cash/Acme
or approved equal
Hangers and Supports: Elsen
Grinnell
or approved equal
Reduced Pressure Backflow Preventer: FebcoBeeco
Watts
or approved equal
Vibration Isolators: Kerfund
Consolodated Kenetics
Mason Industries
Vibration Eliminator
or approved equal
Access Panels: Milcor
Walsh
Hannan
Gladwin
Escutcheons: Beaton
Cadwell
Grabler
2.02 PIPE AND FITTINGS
A. Domestic Water :
1 . Above Grade: Use Type L copper tubing with wrought
copper fittings and 95/5 solder joints .
2 . Below Grade: Use Type K copper tubing with wrought
copper fittings and brazed joints.
B. Soil and Storm Drainage Piping:
1. Below grade and more than 5 feet beyond building: Use
vitrified clay or PVC conforming to ASTM D3034 (SDR 35) .
2 . Below building floor and less than 5 feet beyond
building: Use standard weight cast iron bell and
spigot pipe with neoprene joints.
3 . Above grade: Use no-hub cast iron or copper DWV pipe
and fittings with 95/5 solder joints.
15050-2
C. Vent Piping:
1 . Below grade: Use standard weight cast iron hub and
spigot pipe with neoprene joints.
2. Above grade: Use standard weight cast iron no-hub type
pipe or galvanized steel with galvanized cast iron
fittings or galvanized malleable iron fittings .
D. Compressed Air Piping:
1. Above grade: Use schedule 40 black steel pipe with 150#
malleable iron fittings.
E. Natural Gas Piping:
1. Above grade: Use schedule 40 black steel pipe with
150# malleable iron fittings. All concealed piping
shall be welded .
2 . Below Grade: Use schedule 40 black steel pipe with
150# malleable iron fittings. Coat the piping and
fittings in accordance with Utility Company
requirements. Provide cathodic protection as required .
F. Condensate Piping: Use type M hard-drawn copper tubing
with wrought fittings and 50/50 solder .
2 .03 VALVES, AND COCKS
A. All valves of a given type shall be of one manufacturer and
shall be listed with the Manufacturers Standardization
Society. Ball valves, butterfly valves and eccentric plug
valves may be used in lieu of gate valves if the pressure and
temperature ratings are consistent with the intended service.
B. Gate Valves:
3" and smaller - Milwaukee 148 or 149
C. Globe Valves:
3" and smaller - Milwaukee 502 or 1502
D. Balancing Valves and Gas Cocks:
2" and smaller - Milwaukee BB@-100 or BB2-350
Provide with adjustable memory ring .
E. Check Valves (Horizontal) :
3" and smaller - Milwaukee 509 or 1509
F. Check Valves (Vertical) :
2" and smaller - Milwaukee 548
G. Unions:
3" and smaller - screwed with ground joint.
15050-3
H. Dielectric Unions: Use Epco model FX or GX.
I . Drain Cocks: Use bronze body with compression stop and a
hose thread on outlet.
2 .04 PIPE HANGERS AND SUPPORTS
A. Support all piping from the building structure by means of
hangers and adjustable supports to prevent sagging, pocket-
ing, swaying or displacement. Support to maintain required
grading, to prevent vibration and to provide for expansion
and contraction. Chain or perforated strap will not be
permitted on the project.
Isolate all hangers in contact with bare copper pipe. Use
Epco dielectric hanger model 38-S or approved equal.
B. Use expansion type anchors that are sized to match the
force exerted by the pipe when filled with water .
C. Hangers: Use threaded steel rods .
1. General: Use adjustable wrought steel ring for sizes
1/2" through 1-1/2" . For 2" though 5" use an
adjustable steel clevis type of hanger .
2 . Hanger Size and Spacing: Maximum hanger spacing and
minimum hanger rod sizes shall conform to the following
table:
Pipe Size Spacing Hanger Rod
Steel Pipe 3/4" & smaller l0 '-0" 3/8"
1" & larger 12 ' -0" 3/8"
2-1/2" & larger 12 '-0" 1/2"
Copper Tubing 1-1/2" & smaller 6 '-0" 3/8"
2" & larger 10 '-0" 3/8"
Cast Iron All Sizes One hanger per hub
D. Insulated Pipe Supports: Protect all insulated pipe at
point of support with thermal hanger shields which consist
of an insert same thickness as the pipe insulation of high
density (100 psi) waterproof calcium silicate inside the
all service jacket and protected externally with the sheet
metal shield.
2 .05 VIBRATION ISOLATION
A. Floor Mounted Equipment: Provide type and quantity of vibra-
tion isolators for all floor mounted rotating or
reciprocating equipment as recommended by the manufacturer .
As a minimum, isolators shall be adjustable-level spring type
set on sound absorbing pads. Maximum transmissibility of 5% .
15050-4
B. Ceiling Hung Equipment: Provide type and quantity of vibra-
tion isolators for all ceiling-hung rotating or reciproca-
ting equipment as recommended by the manufacturer . As a
minimum, provide suitable rods and rubber-in-shear type HN
isolators with 15 degree free swing of rod from vertical
without touching hanger box frame. Isolators shall be atta-
ched to the structure .
2 .06 ACCESS PANELS
A. Furnish and install steel access doors, minimum size of
12" x 12" , where shown on the drawings and/or where
required for access to valves, dampers, filters, fire
dampers, shock absorbers, etc.
B. Doors shall be style "K" or "L" for plastered walls; style
"AP" for acoustical plastered walls and ceilings; style
"M" for masonry, drywall, etc. ; and style "AT" for
screwdriver operated, cam style.
2 .07 ESCUTCHEONS
A. Provide nickel—plated floor, wall, and ceiling escutcheons
of adjustable type on all exposed piping.
2 .08 MOTORS
A. Minimum motor horsepower ratings are specified on the
drawings . Minimum requirements for all motors shall be:
Constructed for operation at work site altitude
Service factor of 1.15
Dustproof/leakproof bearings
Factory balanced--statically and dynamically
Open drip-proof unless otherwise stated
Thermal overload protection
Individual phase protection
B. Voltage ratings: Unless otherwise stated, all motors 1/2 Hp
or less shall be 120 volt single phase. Motors 3/4 Hp and
larger shall be three phase, 208 volt. See the Electrical
drawings for more information.
C. Power Factor Correction: All motors shall be corrected to
improve the power factor to at least 90% .
2 .09 SLEEVES
A. Use steel pipe size large enough to allow for movement and
for continuous insulation.
2 .10 ELECTRIC WIRING AND STARTERS
A. Furnish equipment requiring electrical connection to
15050-5
operate properly and deliver full capacity at the
electrical service available at site.
B. All control wiring shall be in accordance with the
manufacturer ' s recommendations and all wiring shall be
color coded or numbered to facilitate checking .
C. Provide two extra NO/NC contacts on all equipment starters .
One shall be used by Temperature Control Contractor and the
other by the Fire Alarm Contractor .
15050-6
D. Unless otherwise indicated, all mechanical equipment motors
and controls shall be furnished, set in place and wired in
accordance with the following schedule:
Furnished Set Power Control
Item By By Wiring Wiring
Equipment motors MC MC EC --
Motor starter & overload
heaters MC EC EC MC
Fused & unfused discon-
nect switches, thermal
overload & heaters EC EC EC --
Manual operating & speed
switches MC EC EC EC
Control relays &
transformers MC MC EC MC
Line voltage thermostats
& time switches MC MC EC MC
Low voltage thermostats MC MC EC MC
Temperature control panels MC MC EC MC
Motor & solenoid valves,
damper motors, PE & EP
switches MC MC -- MC
Pushbutton stations
& pilot lights MC MC -- MC
Temporary heating
connection MC MC EC MC
Refrigeration cycle
controls MC MC EC MC
Duct-mounted smoke
detectors MC MC EC MC/EC*
MC = Mechanical Contractor EC = Electrical Contractor
* Motor interlock by MC; fire alarm system interconnection
by EC.
E. All temperature control conduit and wiring shall be
furnished and installed under temperature control
subcontract. All motorized damper wiring shall be by the
temperature control subcontractor .
15050-7
PART III EXECUTION
3 .01 EXCAVATION AND BACKFILL
A. The Mechanical Contractor shall be responsible for all tren-
ching and backfill in connection with the mechanical work .
B. Verify locations of all existing and/or new underground
utilities prior to trenching and, if damaged by this
contractor, replace immediately in an approved manner at no
expense to the Owner .
C. Lay all piping on solid earth' with bellholes provided for
hubs where applicable. Remove all rocks and stone from
bottom of trench and from backfill material.
D. Earth shall be backfilled in 6" lifts and compacted
according to other sections of these specifications .
E. When trenching is done through specially treated areas such
as paving, the Mechanical Contractor shall be responsible
for restoring the surface to its original condition and in
a manner approved by the Architect. If any settling occurs
in the area of Mechanical work during the one year warranty
period, the Mechanical Contractor shall repair and restore
the surface at no cost to the Owner or Architect.
3 .02 CUTTING AND PATCHING
A. The General Contractor shall be responsible for coordina-
tion and supervision of all cutting and patching necessary
for the completion of the work under this Division with the
approval of the Architect, regarding location, method and
extent.
B. Patching should match and blend in with the adjoining
existing work insofar as methods , materials, colors, and
workmanship are concerned. Any patches which are clearly
obvious on completion will be rejected and redone.
C. All costs of cutting and/or patching caused by improper
coordination by the Mechanical Contractor shall be paid for
by him.
3 .03 SLEEVES
A. The Mechanical Contractor shall provide and locate all
sleeves and inserts required before the floors and walls
are built; or he shall be responsible for bearing the cost
of core drilling and patching required where sleeves were
not installed or incorrectly installed. Each contractor is
responsible for drilling the holes for the installation of
his hangers .
15050-8
B. Sleeves shall be provided for all mechanical piping passing
through concrete floor slabs and walls of concrete,
masonry, tile, and gypsum wall board.
C. Where sleeves are placed in exterior walls below grade, the
space between the pipe and sleeve shall be packed with
oakum and lead and made completely watertight.
D. Where fire-rated separations are penetrated by pipes, the
sleeves shall be steel pipe and the annular space shall be
caulked with fire-rated material and covered with silicone
rubber caulking compound.
E. Where pipe motion due to expansion and contraction will
occur , make sleeves of sufficient diameter to permit free
movement of the pipe.
F. Where sleeves pass insulated piping, the sleeves shall be
large enough to pass the pipe and insulation.
G. Check floor and wall construction finishes to determine the
proper length of sleeves for various locations in
accordance with the following:
1 . Terminate sleeves flush with walls, partitions and
ceilings .
2 . In area where pipes are concealed, as in chases ,
terminate sleeves 2" (5 cm) above the floor .
3 . In all areas where pipes are exposed, extend sleeves
1/2" (1 .2 cm) above the finished floor, except in
rooms having floor drains where the sleeves shall be
extended 2" (5 cm) above the floor .
H. Sleeves shall be constructed of 22 gauge galvanized sheet
steel with lock seam joint (except in fire-rated
separations) or they shall be galvanized steel pipe.
I . Fasten sleeves securely in floors, walls, etc . so that they
will not become displaced when the concrete is poured.
Take precautions to prevent concrete or plaster from being
forced into the sleeves during construction. If the
sleeves are placed in a core-drilled hole, grout around the
sleeve with expansive grout.
J. The Mechanical Contractor , with written approval from the
Architect, shall provide all cutting, patching of holes,
notching, etc .
3 .04 PIPE AND DUCTWORK PENETRATIONS
A. Where vertical ducts and pipes pass through floors, seal
void between duct or pipe and the sleeve .
15050-9
3 .05 FLASHING
A. Provide roof jacks for all piping penetrations through the
roof. The Mechanical Contractor shall be responsible for
the exact locations of all penetrations and coordinate same
with the General Contractor .
B. Flash vents passing through the roof with 4* sheet lead
extending 12" on all sides, carried up around the vent
pipe, over the top and turned down into the pipe. Maintain
and coordinate with Roof Contractor to maintain warranty
3 .06 PIPE INSTALLATION
A. Install all piping without springing or forcing, and clear
all windows, doors and other openings. Excessive cutting
or other weakening of the building structure to facilitate
piping installation will not be permitted .
B. Provide a vertical expansion joint at each connection to
roof drain. Where piping crosses building expansion
joints, provide swing and/or expansion joints to allow for
building movement .
C. Install vertical risers plumb and straight; horizontal
lines shall be parallel with walls and partitions. Conceal
piping above ceilings, in walls, in chases, or in furred
spaces .
D. Provide dielectric unions at all junctions of dissimilar
metals.
E. All piping shall be kept clean and dry with factory
installed end caps in place until time of installation.
Extreme care shall be exercised to keep the entire system
clean and dry during the installation. Provide good plugs
to prevent contamination in piping . Duct tape shall not be
acceptable.
3 .07 WELDING
A. Joints in black steel 2-1/2" and larger may be welded. Use
only welded fittings.
B. Welded joints will be inspected visually by representatives
of the Architect and by the General Contractor . Any welded
joint judged defective from a visual inspection shall be
chipped out for the full depth and rewelded .
3 .08 PIPE TESTING
A. All piping systems shall be tested and witnessed by the
General Contractor prior to concealment . Insure that test
pressures do not damage equipment of fixtures by valving
15050-10
off or isolating them during the test.
B. Test Procedures:
1. Drainage System (sanitary sewer, storm sewer , vents,
etc . ) : Plug all fixture openings and fill the system
above the uppermost outlet. Let the system stand full
of water for 1 hour with no indication of leaks.
2 . Domestic Hot and Cold Water : 100 psig or 1 .5 times the
working pressure, which ever is greater for 1 hour .
3 . Gas: Screwed fitting pipe shall be air tested at 10
psig for 15 minutes. Welded pipe shall be air tested
at 60 psig for 30 minutes.
4 . Compressed Air: Test to 100 psig or 1.5 times working
pressure which ever is greater for 15 minutes .
3 .09 ELECTRICAL
A. Install all speed controls, transformers, relays, alarm
switches, flow switches, interlocks and control wiring that
does not handle full load current. All such wiring shall
conform to NEC and installed in conduit.
3 .10 SUPPORTING STEEL
A. Provide all supporting steel for all equipment requiring
same. Material shall conform to ASTM-A36 . Fabricate
supports in accordance with AISC specifications for Design,
Fabrication and Erection of Structural Steel for Buildings .
3 .11 IDENTIFICATION
A. All identification shall conform to ANSI A13 .1 1981.
B. Identify all equipment with black , painted-on letters at
least 1" (2 .54 cm) high with the designations shown on the
prints, e.g . "AHU-1" , and identify the space served.
C. All piping shall be labeled per ANSI A13 . 1. Label all piping
with contrasting letters on a colored background. (See Table
1 for colors . ) All piping shall bear arrows showing the
direction of flow. Locate labels so that they can be read by
a man standing on the floor in the area of the piping .
Piping labels may be either painted directly on the piping
(or insulation jacket) or snap around labels (Type SNA) may
be used. Use Seaton Setmark labels. (Taped on labels and
sticky backed labels are not acceptable. )
END OF SECTION 15050
15050-11
SECTION 15550 HEAT GENERATION
PART I GENERAL
1.01 SCOPE
A. This section covers the furnishing, installation, testing
and adjusting of heat generation equipment.
B. The equipment shall be located, sized, and in the quantity
as shown on the drawings.
1.02 QUALITY ASSURANCE
A. Reference Standards : Uniform Building Code
Mechanical Building Code
NFPA 54
ASME Boiler Codes
NFPA 90A and 90B
ANSI 221 .47-1978
B. Acceptable Manufacturers:
Unit Heaters: Lennox
Trane
Reznor
1.03 SUBMITTAL DATA
A. Provide product data for all products in accordance with
other sections of these specifications .
1 .04 JOB COORDINATION
A. Coordinate equipment and ductwork with other trades and
utilities for elimination of interference.
PART II PRODUCTS
2 .01 UNIT HEATER - GAS FIRED
A. Each unit shall be equipped for used with natural gas and
voltage shown on the schedule.
B. The heat exchanger shall be of aluminized steel. The
burners shall be die-formed of aluminized steel with flared
ports and a stainless steel insert.
C. Units are to be provided with centrifugal blower and an
open drip-proof motor with internal overloads. Each unit
15550-1
must be able to overcome .2" ESP. Horizontal louvers shall
be provided for directing air flow.
D. The units must be arranged for ceiling suspension with
threaded hanger connections. The cabinet shall be
constructed of cold rolled zinc-grip steel and finished
with baked on enamel .
E. All gas-fired unit heaters shall be design certified by the
American Gas Association and bear the AGA label.
F. Provide a remote single stage thermostat with guard located
as shown on drawings, and a vent terminal cap. See
drawings for quantities, sizes, capacities, and locations.
PART III EXECUTION
3 .01 BREECHING AND FLUE
A. Provide a flue of the type required by the Building
Department having authority.
3 .02 UNIT HEATER
A. Connect gas and electricity to unit heater and furnace to
provide a complete operating system.
B. Suspend the unit heater from the roof structure.
END OF SECTION 15550
15550-2
SECTION 15750 HEAT TRANSFER
PART I GENERAL
1 .01 SCOPE
A. This section includes the furnishing and installation of
heat transfer equipment.
1 .02 QUALITY ASSURANCE
A. Reference Standards: AGA
AMCA
ASHRAE
B. Acceptable Manufacturers:
Rooftop Heating-
Cooling Units: Lennox
Carrier
Trane
1 .03 JOB CONDITIONS
A. Protect all equipment from damage during and after instal-
lation. Cover all roof openings at the end of each day's
work to protect the interior from damage due to rain, etc.
1 .04 SUBMITTALS
A. Provide product data for all products in accordance with
other sections of these specifications .
PART II PRODUCTS
2 .01 ROOF TOP HEATING-COOLING UNITS
A. Provide unit designed for outdoor roof top installation on
a full roof curb. Unit to be factory assembled and tested,
piped and internally wired. Units shall meet California
Energy Commission Certified Efficencies.
B. Furnish and install where shown on drawing heating and
cooling unit consisting of the following as a minimum:
Roof mounting curb
DX cooling system
AGA approved gas heating with heat exchanger burner , gas
safety controls
Spark ignition
15750-1
Filters
Economizer control package
Anticycle timer
Low amibient control
PART III EXECUTION
3 .01 INSTALLATION
A. The drawings show the approximate location of the equipment.
Coordinate the exact location with lights, ceiling contours,
roof structure, etc.
B. Provide suitable vibration isolation for all units.
END OF SECTION 15750
15750-2
SECTION 15880 AIR DISTRIBUTION
PART I GENERAL
1 .01 SCOPE
A. This section includes all air distribution and ventilation
material and equipment to provide a complete air system.
B. Coordination with other trades is required to prevent any
interferences.
1 .02 QUALITY ASSURANCE
A. Standards and Codes:
SMACNA Low and High Velosity Duct Standards
SMACNA Fibrous Duct Construction
Underwriter Labs UL555 , UL33 and UL-181
NFPA 90A and 90B Codes and Recommendation
B. Acceptable Manufacturers:
Flexible Duct: Genflex
Flexmaster
Thermaflex
Grilles, Registers Titus
and Diffusers: Anemostat
Tuttle and Bailey
Kruger
Metalaire
Agitair
Louvers: Louvers and Dampers
Dowco
Ruskin
Arrow
Exhaust Fans: Penn Ventilator
Acme
Jennair
Loran Cook
Broan
Fire Dampers: Ruskin
United Air
Louvers and Dampers
Filters: Alfco
Farr
Flanders
15880-1
American Air Filter
Continental
or approved equal
1 .03 SUBMITTAL DATA
A. Provide product data for all products in accordance with
other sections of these specifications .
PART II PRODUCTS
2 .01 DUCTWORK
A. All ductwork shall be galvanized steel. Installation shall
conform to all the SMACNA standards.
B. The gauge of the sheet metal shall be in accordance with
SMACNA Low Velocity Standards .
C. Provide all splitters, balancing dampers, hangers, etc. as
required by the SMACNA standards and/or as shown on the
prints.
D. The sizes of ductwork shown on the drawings represent
inside dimensions and do not include the thickness of
insulation or accoustical lining.
E. Flexible Ductwork shall comply with the UL requirements
of UL-181 and NFPA 90A. The ductwork shall be insulated
with approximately 1" of insulation and covered with a
plastic vapor barrier . The outlet fittings on the ductwork
shall be of the bell-mouth, spin-in type with a balancing
damper .
F. All duct hangers shall be in accordance with the SMACNA
standards and shall be supported from the roof structure, or
the upper floor structure ducts shall be mounted as high as
possible in the space above the ceiling .
2 .02 GRILLES, REGISTERS, AND DIFFUSERS
A. See the drawings for size, type, and style.
2 .03 LOUVERS
A. All louvers shall be of a weatherproof or rainproof design.
The frame style shall be selected to be compatible with the
exterior finish of building . Provide a 1/2" x 1/2"
birdscreen that is removable for cleaning on each louver .
15880-2
2 .04 EXHAUST FANS
A. Provide exhaust fans of type, capacity, accessories, and
size as scheduled on the drawings. Provide all fans with
statically and dynamically balanced wheels, free from
objectionable vibrations. Capacities to be AMCA certified.
2 .05 FILTERS
A. Air filters to be Alfco, Aeroglas RM type with rated
efficiency of at least 15% on dust spot test method using
atmospheric dust, 16 gauge zinc electroplated steel frame
complete with media.
B. Retainer section to have flush mitered and welded frame
corners and faced with a 12 gauge, wire rod air exit grid .
Filter media shall consist of one 2" thick fiberglass
impingement pad treated with Type 201 non-imflammable
binder as manufactured by Alco, Santa Barbara, California.
Supply one spare set of media for each filter .
PART III EXECUTION
3 .01 INSTALLATION
A. The drawings show the approximate location of the equipment
and ductwork . Coordinate the exact location with lights,
ceiling contours, roof structure, etc.
B. Install the ductwork per SMACNA standards. Seal all
ductwork joints with silicone rubber to prevent air leaks.
C. Provide suitable vibration isolation for all units. The
Architect or the Engineer may require additional isolation
if the noise level is too high in their opinion.
END OF SECTION 15880
15880-3
SECTION 15990 ADJUSTING AND BALANCING
PART I GENERAL
1 .01 SCOPE
A. The work covered under this Section shall consist of adjus-
ting and balancing flows; recording data; and preparing
reports . Work also includes verification of the operation
of the automatic controls.
1 .02 GENERAL REQUIREMENTS
A. Include all costs for balancing and adjustment of the
complete mechanical systems in the contract price .
Balancing firm to be approved by Architect.
Balancing firm with a Professional Engineer in charge shall
adjust and balance the mechanical systems and check every
operating piece of equipment. Check , adjust and balance all
air systems to meet the design performance and tabulate
results on acceptable forms. Minimum data to include
amperage, voltage input, and thermal heater capacity of each
motor, equipment nameplate data and operating speed, pressure
drop across each filter bank , CFM capacity each outlet, zone
and fan.
Provide at no additional charge replacement sheaves and all
replacement thermal overload elements which may be
required to satisfy the actual job design conditions.
All belt drives shall be such that when the desired speed
and belt tension had been established, the variable speed
pulley and the belt tension adjustment shall be at
approximately the midpoint of their range. Adjust all
rooftop units and fresh air to furnaces to admit 7% outside
air at minimum stop.
Submit all tabulated data to the Architect for approval .
Make special note of any discrepancy between tabulated data
and specified conditions.
Make final checks and do any re-balancing as directed.
Calibration and maintenance of all instruments shall be in
accordance with requirements of NEBB.
PART II PRODUCTS
Not Used
15990-1
PART III EXECUTION
3 .01 GENERAL PROCEDURES
A. Air Systems: Adjust all dampers, diffusers, registers and
sheaves for the delivery and distribution of air quantities
shown on the drawings.
Adjust exhaust and recirculation air systems for air
quantities shown on drawings and the proper relationship
between supply and exhaust established .
Adjust distribution system to obtain uniform space
temperature free from objectionable drafts and noise within
the capabilities of the system.
Before any adjustments are made, check the systems for such
items as dirty filters, duct leakage, filter leakage,
damper leakage, equipment vibrations, correct damper
operations, etc. Adjust all fan systems, major quantities
within 5% plus or minus . Individual air outlets, when one
of three or more serve a space, may have a tolerance of 10%
from the average.
B. Balancing Report: After all adjustments are made prepare a
detailed report and submit to the Engineer for approval .
Final acceptance of the project will not be made until a
satisfactory report is received. Owner reserves the right
to spot check the report by field verification prior to
final acceptance.
The complete report on the system and its operation is to
include the following:
1 . A set of black and white or blueline prints with all
air openings marked to correspond with data sheets, and
with thermometer locations clearly marked.
2 . Data sheets showing amount of air handled at each
opening, instrument used, velocity readings and
manufacturer free area factors.
3 . Equipment data sheets giving make, size, etc. , of fans,
motors, and drives. Include supply fans, exhaust and
recirculating fans.
4 . Operating data including fan RPM, measured motor
current and voltage BHP and CFM (total) .
5 . A statement outlining any abnormal or notable
conditions not covered in above data.
15990-2
C. Mechanical System Start-up and Testing: Two days prior to
start-up and start-up testing of all mechanical systems,
notify Owner ' s representatives who shall be present through
testing period and will determine if the systems are
acceptable or unacceptable.
END OF SECTION 15990
15990-3
SECTION 15250 MECHANICAL INSULATION
PART I GENERAL
1. 01 SCOPE
A. Furnish all labor, materials and equipment necessary for
the installation of insulation and covering for all piping,
ductwork and equipment in accordance with these
Specifications.
B. Refer to the drawings and schedules for location of equip—
ment, ductwork , and piping sizes.
1 .02 QUALITY ASSURANCE
A. Reference Standards: NFPA 90A
Underwriters Laboratory
B. Acceptable Manufacturers: Manville
Knauf
Certain-Teed
Owens Corning
Foster
Armstrong
or approved equal
C. Design Criteria:
Provide all insulation, coatings, adhesives, and sealants
classified as non-combustible per NFPA 90A and listed with
UL with ratings not to exceed 25 for flame spread, 50 for
fuel contributed and 50 for smoke developed.
1 .03 JOB CONDITIONS
A. Protect all insulation against damage during and after
installation. Satisfactory repair or replacement of any
such insulation or covering shall be done prior to final
acceptance of the work .
1 .04 SUBMITTALS
A. Provide product data for all products in accordance with
other sections of these specifications.
15250-1
PART II PRODUCTS
2 .01 PIPING INSULATION
A. Below Concrete Slab: Use 1/2" Armaflex or OC flex tubing.
B. Above Grade: Use fiberglass insulation of 1 1/2# density
with an all service jacket . Fully vapor seal insulation on
cold water piping. For sizes see Table 1 .
C. All valves, fittings and elbows shall be covered with
factory pre—cut, factory molded, or field fabricated
insulation of equivalent thickness and shall be covered
with a premolded PVC cover .
D. All coatings, adhesives , and sealants shall have a fire
hazard rating not to exceed 25 for flame spread, 50 for fuel
contributed, and 50 for smoke developed and shall be
compatible with all materials to which they are applied.
(Coatings shall not attack , corrode, or soften such
materials in either wet or dry state. )
2 .02 DUCTWORK INSULATION
A. Internally-lined Sheet Metal Supply Ductwork : Use fiber-
glass duct liner board, 1" thick and 1-1/2# density.
B. Externally Insulated Sheet Metal Ductwork : Use fiberglass
insulation with aluminum foil vapor barrier, 1 .5" thick , and
.75# density. Provide 18 gage galvanized wire ties 12" on
center .
C. Acoustically-lined Sheet Metal Supply Ductwork : Use fiber-
glass acoustical duct liner board, 1" thick and 1-1/2#
density with minimum noise reduction coefficient of 0 .80 .
PART III EXECUTION
3 .01 GENERAL
A. Insulating materials shall be installed in a first class
manner with smooth, even surfaces .
B. Insulation materials shall not be applied until all
surfaces to be covered are clean and dry; all foreign
material such as rust, scale, dirt, etc. have been removed.
C. Insulation shall be clean and dry when installed and during
the application of any finishes.
D. Run insulation through all hangers and provide metal
15250-2
saddles . Provide 6" long Kaylo pipe insulation at all
hanger points on 2" pipe and larger; run vapor barrier
continuous .
3 .02 PIPING TO BE INSULATED
A. Domestic cold water mains and all horizontal lines above
ceiling .
Domestic hot water mains.
Horizontal roof drain leaders including drain sump.
See Table I for insulation thickness.
3 .03 DUCTWORK TO BE INSULATED
A. Install according to manufacturer 's recommendations.
B. Internally insulate all low pressure rectangular supply air
ductwork .
C. Internally acoustically line ductwork where shown on drawings.
D. Ductwork sizes shown on drawings are inside finished
dimensions .
E. Internally insulate all ductwork on roof.
TABLE 1 MINIMUM PIPE INSULATION
Piping System Type Temp. 1/2"--1" 1-1/4"--2" 2-1/2"--4"
DOMESTIC WATER
Hot Water 1" 1" 1"
Cold Water 1/2" 1/2" 1/2"
RAIN LEADERS
All horizontal, exposed
drain basins, vertical
approaches to basins, etc. 1/2" 1/2" 1/2"
END OF SECTION 15250
15250-3
SECTION 15400 PLUMBING
PART I GENERAL
1.01 SCOPE
A. This section of the specification includes the furnishing
and installation of a complete plumbing system including
the sewer system, domestic water system, storm sewer
system, etc.
B. Refer to the drawings for the location of the equipment and
piping.
1. 02 QUALITY ASSURANCE
A. The entire installation shall conform to the Plumbing Code
currently enforced by the Agency having jurisdiction. The
National Plumbing Code shall be considered the minimum.
B. ACCEPTABLE MANUFACTURERS
Drains, Carriers, Josam
and Cleanouts: J.R. Smith
Wade
Zurn
or approved equal
Downspout Nozzle: Josam
J.R. Smith
Wade
Water Heaters: State
A.O Smith
Rudd
or approved equal
Plumbing Fixtures: American Standard
Kohler
Eldger
Universal Rundle
Crane
or approved equal
Flush Valves: Sloan Royal
Delany
Seats: Bemis
Church
Olsonite
Beneke
or approved equal
15400-1
Hose Bibbs: Chicago
Crane
Sill Cocks: Zurn
Wade
Josam
Woodford
J.R. Smith
or approved equal
Electric Water Coolers: Oasis
Haws
Elkay
Halsey Taylor
Cordley
Garbage Disposers: In-Sink-Erator
General Electric
Elkay
1 .03 SUBMITTAL DATA
A. Provide product data for all products in accordance with
other sections of this specification.
1.04 JOB COORDINATION
A. Coordinate piping with other trades and utilities to pre-
vent interference, utilization of hanger supports, and
termination at proper locations to serve the fixtures,
equipment, etc. as shown on the drawings.
PART II PRODUCTS
2 . 01 CLEANOUTS
A. Cleanouts shall consist of Delrin plugs indexed and color
coded for service. Floor cleanouts to be furnished with
flash clamp device and set in the center of a 24" x 24" ,
4 lb. sheet lead pan except for slab on grade or grade
cleanout applications .
B. Floor Cleanouts: finished concrete floors, use Josam
56020-21-58550 Tiled surfaces, use Josam 56020-12-21-58550 .
Carpeted surfaces, use Josam 56020-12-14-58550 .
C. Wall Cleanouts: For pipe spaces and walls without access,
use Josam 58770-58550-21 .
D. Cleanout Plugs: For accessible pipe spaces and exposed
sewer piping, use Josam 58550 with tapped spigot .
15400-2
E. Grade Cleanouts: Provide cast iron riser to grade with
concrete base under rise wye and a 16" x 16" x 8" thick
concrete pad at grade with cleanout centered in the pad.
Use Josam 56020-21-58550 .
2 .02 DOWNSPOUT NOZZLE
A. Provide a Josam 25010 cast bronze nozzle suitable for wall
mounting.
2 .03 DOMESTIC WATER HEATER
A. Furnish and install water heaters in the quantity and of
the size shown on the plans . '
B. Provide a five year warranty.
C. Provide with an ASME stamped P—T relief valve which shall be
sized with a capacity greater than the input. Pipe the relief
full size to the floor .
2 .04 PLUMBING FIXTURES
A. Plumbing fixtures shall be free from imperfection and shall
be of uniform manufacture throughout building. Items
furnished shall be of current manufacture and no item, even
if specified, shall be furnished after its manufacture has
been discontinued. The fixtures are listed on the drawings .
The color shall be white unless another color is selected
by the Architect.
B. Provide carriers for those items requiring same.
2.05 HOSE BIBB
A. Chicago Faucet No. 952, hose bibb with vacuum breaker.
2 .06 SILL COCK
A. Woodford B65 series, automatic draining freezeproof, vacuum
breaker with bronze finish.
2 .07 ELECTRIC WATER COOLERS
A. Electric water cooler shall be of size and capacity as
shown on drawings.
2 .08 GARBAGE DISPOSERS
A. Garbage disposers shall be of size and capacity as shown on
drawings.
15400-3
PART III EXECUTION
3 .01 PRODUCT DELIVERY
A. Delivery of material shall be in manufacturer ' s unopened
containers which shall be identified with the manu—
facturer ' s name, trade name, type, class, grade, model,
size, color, etc.
B. Store materials, equipment, and fixtures in unopened
containers . Store off the ground, under cover , and protect
against damage by the elements and job site personnel .
3 .02 INSTALLATION •
A. Verify dimensions of fixtures and equipment locations
before proceeding with the work . Make field measurements
for accurate rough-ins.
B. The entire installation shall conform to the plumbing code
being enforced . The National Plumbing Code shall be
considered a minimum.
C. Provide unions and gate valves on both pipes connecting to
a water heater . Provide and install the piping from the
relief valve to the floor .
D. Provide adequate allowance for expansion, contraction and
vibration in the piping system.
E. Provide pipe hangers of the same material as the piping
system or use approved coated hangers . The domestic water
piping hangers may be located inside the piping insulation.
F. Provide dielectric unions at connections between dissimilar
piping materials, e.g . iron valves and copper tubing.
G. Where fire lines are shown on drawing, Plumbing Contractor
to run fire line as shown on drawings. Continuation by Fire
Protection Contractor .
3 . 03 DISINFECTION OF SYSTEM
A. After completion of all tests, all new domestic water lines
shall be thoroughly flushed with water at least twice.
Then all strainers shall be removed and cleaned.
B. The disinfectant shall be chlorine, either in the form of a
hypochlorite solution or in the form of compressed gas
applied thru a chlorinator . Operate all valves and
equipment to assure that the chlorine reaches all parts of
the system. The initial application shall be no less than
25 ppm such that a residual chlorine content shall not be
15400-4
less than 10 ppm after 24 hours.
C. Following disinfection, all treated water shall be flushed
from the system. Flushing shall continue until the sample
of water is found to be satisfactory to the Public Health
Authority having jurisdiction.
END OF SECTION 15400
15400-5
DIVISION 16 - ELECTRICAL
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