HomeMy WebLinkAbout7780 Gall BlvdWELLS FARGO AGRIBOARD PANEL REPAIR
ZEPHYR COMMONS
7780 Gall Blvd. (US 301)
Zephyr Hills, Florida 33541
RS&H Project No. 501-2717-033
September 17, 2013
Rogtff,
IMPROVING YOUR WORLD
September 17, 2013 WELLS FARGO AGRIBOARD PANEL REPAIR 501-2717-033
ZEPHYR COMMONS
WELLS FARGO — ZEPHYR COMMONS
AGRIBOARD PANEL REPAIR
BID PACKAGE
ZEPHYR HILLS, FLORIDA
CONTENTS
TITLE PAGE
CONTENTS OF PROJECT MANUAL
SPECIFICATIONS
DIVISION 1 — GENERAL REQUIREMENTS
00700 General Conditions
00800 Supplementary Conditions
01010 Summaryof Work
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07543 Thermoplastic Polylefin (TPO) Roofing
DIVISION 9 - FINISHES
09242 StoPowerwall Portland Cement Stucco
DRAWINGS (30 X 42)
COVER
Al
FLOOR PLAN AND NOTES
A2
ROOF PLAN
A3
ELEVATIONS
A4
WALL SECTIONS
A5
DETAILS
S1
STRUCTURAL NOTES
S2
WALL PANEL REPAIR PLAN
S3
ROOF PANEL REPAIR PLAN
S4
STRUCTURAL REPAIR DETAILS
CONTENTS
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September 17, 2013 WELLS FARGO AGRIBOARD PANEL REPAIR 501-2717-033
ZEPHYR COMMONS
CONTENTS
September 17, 2013 WELLS FARGO AGRIBOARD PANEL REPAIR 501-2717-033
ZEPHYR COMMONS
WELLS FARGO — ZEPHYR COMMONS
AGRIBOARD PANEL REPAIR
BID PACKAGE
ZEPHYR HILLS, FLORIDA
SECTION 00700 — GENERAL CONDITIONS
GENERAL CONDITIONS
The "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," inclusive, AIA
Document No. A201, 2007 Edition as published by THE AMERICAN INSTITUTE OF ARCHITECTS,
Articles 1 thru 14, shall serve as a reference for General Conditions and are supplemented in
00800: Supplementary Conditions.
END OF SECTION 00700
GENERAL CONDITIONS 00700-1
September 17, 2013 WELLS FARGO AGRIBOARD PANEL REPAIR 501-2717-033
ZEPHYR COMMONS
GENERAL CONDITIONS 00700-2
September 17, 2013 WELLS FARGO AGRIBOARD PANEL REPAIR 501-2717-033
ZEPHYR COMMONS
WELLS FARGO — ZEPHYR COMMONS
AGRIBOARD PANEL REPAIR
BID PACKAGE
ZEPHYR HILLS, FLORIDA
SECTION 00800 — SUPPLEMENTARY CONDITIONS
GENERAL
The following supplements modify the "General Conditions of the Contract for Construction," AIA
DocumentA201, Fifteenth Edition. Where a portion of the General Conditions is modified or deleted
by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in
effect.
ARTICLE 1; GENERAL PROVISIONS
1.1 The Contract
Delete subparagraph 1.1.3 and substitute the following:
1.1.3 The Work
the term "Work" means the construction and services required by or inferable from the Contract
Documents, whether completed or partially completed, and includes all other labor, materials,
equipment and services provided or to be provided by the Contractor to fulfill the Contractor's
obligations. The Work may constitute the whole or of the Project.
1.2 Correlation and Intent of the Contract Document
Add the following to subparagraph 1.2.1
In the event of conflicts or discrepancies among the Contract Documents, interpretations will be
based on the following priorities.
The Owner -Contractor Agreement.
2. Addenda, with those of later date having precedence over those of earlier date.
3. The Supplementary Conditions.
4. The General conditions of the Contract for Construction.
5. Drawings and Specifications.
In the case of an inconsistency between Drawings and Specifications or within either Document no
clarified by addendum, the better quality or greater quantity of Work shall be provided in accordance
with the Architect's interpretation.
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ZEPHYR COMMONS
Add the following subparagraph:
References in these Contract Documents to standards including trade associations, federal and
military specifications, technical societies, organizations, and associations, codes and government
authorities whether specific or by implication shall refer to the latest issue or edition in effect 30
days, prior to date of receipt of Bids or date of the Agreement, if there were no Bids. The provisions
of referenced standards shall not change the duties and responsibilities of the Owner, the
Contractor, or the Architect or nay of their consultants, agents or employees.
Add the following subparagraph:
1.2.4 Compute dimensions; do not obtain by scaling drawings. In case of any discrepancy
between Drawings and Specifications, consult Architect before proceeding with the work.
ARTICLE 2; OWNER
Delete subparagraph 2.2.1.
Delete subparagraph 2.2.5 and substitute the following:
2.2.5 The Contractor will be furnished free of charge 5 copies of Drawings and Project Manuals.
Additional sets will be furnished at the cost of reproduction, postage and handling.
ARTICLE 3; CONTRACTOR
3.2 Review of Contract Documents and Field Conditions by Contractor
Add the following subparagraphs 3.2.5 and 3.2.6
3.2.5 The contractor shall have a continuing duty to read, carefully study and compare each of the
Contract documents, the shop drawings and the product data and shall give written notice to the
Architect and Owner of any inconsistency, ambiguity, error and omission which the Contractor may
discover, or should discover with reasonable diligence, with respect to these documents before
proceeding with the affecting Work. The issuance, or the express or implied approval by the Owner
or Architect of the Contract Documents, shop drawings, or project data shall not relieve the
Contractor of the continuing duties imposed hereby, nor shall any such approval be evidence of the
Contractor's compliance with the Contract. The Owner has requested the Architect to only prepare
documents for the Project, including the Drawings and Specifications for the Project, which are
accurate, adequate, consistent, coordinated, and sufficient for construction. HOWEVER, THE
OWNER MAKES NO REPRESENTATIONS OR WARRANTY OF ANY NATURE WHATSOEVER
TO THE CONTRACTOR CONCERNING SUCH DOCUMENTS. By the execution of the
Agreement, the Contractor acknowledges and represents that it has received, reviewed and
carefully examined such documents, has found them to be complete, accurate, adequate,
consistent, coordinated and sufficient for construction and that the Contractor has not, does not, and
will not rely upon any representation or warranty by the Owner concerning such documents as no
such representation or warranty has been or is hereby made.
3.2.6 The Contractor shall perform no part of the Work at any time without adequate Contract
Documents or, as appropriate, approved shop drawings, product data or samples for such portion of
the Work. If the Contractor performs any of the Work knowing it involves a recognized error,
inconsistency or omission in the Contract Documents without such notice to the Architect and
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ZEPHYR COMMONS
Owner, the Contractor shall bear responsibility for such performance and shall bear the cost of
correction.
3.3 Supervision and Construction Procedures
Add the following subparagraph 3.3.4.
3.3.4 The Contractor shall perform the Work strictly in accordance with the Contract Documents.
3.4 Labor and Materials
Add the following subparagraphs 3.4.4, 3.4.5, 3.4.6 and 3.4.7 to 3.4:
3.4.4 After the Contract has been executed, the Owner and the Architect may 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).
3.4.5 By making requests for substitutions based on Subparagraph 3.4.4 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 including any additional architects design costs, and waives all claims
for additional costs related to the substitute 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.
3.4.6 When a material, equipment, or system is specified by the name of one or more
manufacturers, such material, equipment, or system shall for the basis of the Contract. If the
Contractor desires to use another material, equipment, or system in lieu thereof, he shall request
approval in writing and shall submit samples and data as required for Architect's consideration. Any
reasonable request for substitution will be considered by the Architect. If, in the opinion of the
Architect, such material, equipment, or system is equal to the material specified and is entirely
satisfactory for use in the Project, then the Architect will approve such substitutions. However, the
Architect will be the sole judge of the above requirements. Any use as a basis for bidding of a
material, equipment, or system other than that specified unless such material, equipment, or system
has been approved by the Architect before submission of General Contractor's Bid to Owner, will be
made at Bidder's risk. No substitutions shall be made without authority in writing from the Architect.
3.4.7 General Contractor shall disclose the existence and extent of financial interests, whether
direct or indirect, he has in subcontractors and material suppliers which he may propose for this
Project.
3.7 Permits, Fees and Notices
Delete subparagraph 3.7.3 and substitute the following:
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ZEPHYR COMMONS
3.7.3 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances,
building codes, and rules and regulations (including the Americans with Disabilities Act) without such
notice to the Architect and Owner, the Contractor shall assume appropriate responsibility for such
Work and shall bear the cost attributable to correction.
3.10 Contractor's Construction Schedules
Delete subparagraph 3.10.1 and substitute the following:
3.10.1 The Contractors, promptly after being awarded the Contract, shall prepare and submit for the
Owner's and the Architect's information a Contractor's construction schedule for the Work. The
schedule shall no t exceed time limits current under the Contract Documents, shall be revised no
less frequently than monthly and at appropriate intervals as required by the conditions of the Work
and Project, shall be related to the entire Project to the extent required by the Contract Documents,
and shall provide for expeditious and practicable execution of the Work. Each such revision shall be
furnished to the Owner and the Architect. Failure by the Contractor to strictly comply with the
provisions of this Paragraph shall constitute a material breach of the Contract.
3.11 Documents and Samples at the Site
Delete paragraph 3.11 and substitute the following:
3.11 The Contractor shall continuously maintain at the site, for the benefit of the Owner and the
Architect, one record copy of the Contract Documents marked to record on a current basis changes,
selections and modifications made during construction. Additionally, the Contractorshall maintain at
the site for Owners and Architect the approved shop drawings, product data, samples and other
similar required submittals. Upon final completion of the Work, all of these record documents shall
be delivered to the Owner.
3.14 Cutting and Patching
Add the following subparagraph 3.14.3:
3.14.3 Contractor further agrees that if the work or a portion thereof is performed adjacent to or in
the vicinity of facilities that are used for Owner's financial services operations, the Contractor shall
comply with any instructions by Owner with respect to storage, access to and from site, and
measures required to reduce noise levels, dust and debris.
3.15 Clean Up
Delete subparagraph 3.15.1 and substitute the following:
3.15.1 The Contractor shall keep the premises and surrounding area free form accumulation of
waste materials or rubbish caused by operation under the contract. At completion of the Work, the
Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools,
construction equipment, machinery and surplus materials and the site shall be left in "broom clean"
condition.
3.18 Indemnification
Delete subparagraph 3.18.1 and substitute the following:
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ZEPHYR COMMONS
3.18.1 To the fullest extent permitted bylaw and to the extent claims, damages, losses or expenses
are not covered by Contractor's Liability insurance purchased by the Contractor in accordance with
Paragraph 11.1, the Contractor shall indemnify and hold harmless the Owner, Architect, Architect's
consultants, and agents and employees of any of them from and against claims, damages, losses
and expenses, including but not limited to attorneys; fees, arising out of or resulting from
performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily
injury, sickness, disease or death, or injury to or destruction of tangible property (other than the
Work itself), but only to the extent caused by the breach of Contract Documents or by the negligent
acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them
or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss
or expense is caused in part by a party indemnified hereunder. Such obligation shall not be
construed to negate, abridge, or reduce other rights or obligations of indemnity which would
otherwise exist as to a party or person described in this paragraph 3.18.
Add the following subparagraph 3.18.3
3.18.3 For ten dollars ($10), acknowledge to be included and paid for by the Owner in the Contract
Sum, and other good and valuable consideration, the Contractor agrees to indemnify and hold
harmless the Owner and his agents and employees in accordance with the provisions of this
Paragraph 3.18 and of Paragraph 3.17. For ten dollars, and other good and valuable consideration,
to be paid to the Contractor by the Architect after execution of the Agreement by the Contractor and
the Owner, the Contractor also agrees to indemnify and hold harmless the Architect and his agents,
employees, consultants, officers, directors and stockholders in accordance with the provisions of
this Paragraph 3.18.
Add the following paragraph 3.19
3.19 No Third Party Beneficiary
3.19.1 It is especially agreed between the parties executing this Contract that it is not intended by
any of the provisions of any part of the Contract to create the public or any member thereof a third
party beneficiary hereunder, or to authorize anyone not a part of this Contract to maintain a suit for
personal injuries or property damage pursuant to the terms or provisions of the parties to this
Contract with respect to third parties shall remain as imposed by law.
ARTICLE 4, ADMINISTRATION OF THE CONTRACT
4.1 Architect
Delete subparagraph 4.1.3 and substitute the following:
4.1.3 If the employment of the Architect is terminated, the Owner shall employ a new Architect
whose status under the Contract Documents shall be that of the former Architect.
4.2 Administration of the Contract
Delete subparagraph 4.2.4 and substitute the following:
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September 17, 2013 WELLS FARGO AGRIBOARD PANEL REPAIR 501-2717-033
ZEPHYR COMMONS
4.2.4 Communications Facilitating Contract Administration. The Owner and Contractor may
communicate with each other through the Architect about matters arising out of or relating to the
Contract. Communications by and with the Architect's consultants shall be through the Architect.
Communications by and with Subcontractors and material suppliers shall be through the Contractor.
Communications by and with separate contractors shall be through the Owner.
ARTICLE 5; SUBCONTRACTORS
5.2 Award of Subcontractors and Other Contractors for Portions of the Work
Add the following sub -subparagraph 5.2.1.1 to 5.2.1:
5.2.1.1 Not later than three (3) days after the judgement of apparent low bidder, the Contractor shall
furnish in writing to the Owner through the Architect the names of persons or entities proposed as
manufacturers for each of the products identified in the General Requirements (Division 1 of the
Specifications) and, where applicable, the name of the installing Subcontractor.
ARTICLE 7 CHANGES IN THE WORK
7.2 Change Orders
Add the following subparagraph 7.2.2
7.2.2 No change shall be made to the Contract Sum or Contract Time except pursuant to a prior
written Change Order.
ARTICLE 9; PAYMENTS AND COMPLETION
9.3 Applications for Payment
Delete subparagraph 9.3.1 and substitute the following:
9.3.1 At least ten days before the date established for each progress payment, the Contractor shall
submit to the Architect an itemized Application for Payment for operations completed in accordance
with the schedule of values. Such application shall be notarized, if required, and supported bysuch
data substantiating the Contractor's right to payment as the Owner or Architect may require, such as
copies of requisitions from Subcontractors and material suppliers, as well as lien releases and
reflecting retainage if provided for in the Contract Documents. The form of Application for Payment
shall be notarized AIA Document G702, Application and Certification for Payment, supported by AIA
Document G703, Continuation Sheet (1992 Edition, ORIGINALS ONLY).
Add the following subparagraphs 9.3.1.3 and 9.3.1.4 to 9.3.1:
9.3.1.3 Until Substantial Completion, the Owner shall pay ninety (90) percent of the amount due the
Contractor on account of progress payments.
9.3.1.4 The Contractor's second application for payment shall not be honored until all shop
drawings, product data and samples, including approved wood finish sample, have been received by
the Architect.
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Delete subparagraph 9.3.3 and substitute the following:
9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass
to the Owner no later than the time of payment. The Contractor further warrants that upon submittal
of an Application for Payment all Work for which Certificates for Payment have been issued and
payments received from the Owner shall, be free and clear of liens, claims, security interests or
encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or
entities making a claim by reason of having provided labor, material and equipment relating to the
Work.
9.6 Progress Payments
Delete subparagraph 9.6.4 and substitute the following:
9.6.4 Neither the Owner nor Architect shall have an obligation to pay or see to the payment of
money to a Subcontractor except as may otherwise be required by law. The Owner may pay
Subcontractors or Material Suppliers directly.
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 sums hereinafter stipulated as liquidated damages for each calendar day of delay until the Work
is substantially complete: Five Hundred Dollars ($ 500.00).
ARTICLE 10; PROTECTION OF PERSONS AND PROPERTY
10.2 Safety of Persons and Property
Add the following sub -subparagraph 10.2.4.1 to 10.2.4:
10.2.4.1 When use or storage of explosives or other hazardous materials or equipment or unusual
methods are necessary, the Contractor shall give the Owner reasonable advance notice.
ARTICLE 11; INSURANCE AND BONDS
11.1 Contractor's Liability Insurance
11.1.1.1 Delete the semicolon at the end of Clause 11.1.1.1 and add:
including private entities performing Work at the site and exempt from the coverage on account of
number of employees or occupation, which entities shall maintain voluntary compensation coverage
at the same limits specified for mandatory coverage for the duration of the Project;
11.1.1.2 Delete the semicolon at the end of Clause 11.1.1.2 and add:
or persons or entities excluded by statute from the requirements of Clause 11.1.1.1 but required by
the Contract Documents to provide the insurance required by that Clause;
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September 17, 2013 WELLS FARGO AGRIBOARD PANEL REPAIR 501-2717-033
ZEPHYR COMMONS
Add the following sub -subparagraphs 11.1.1.9 and 11.1.1.10 to 11.1.1:
11.1.1.9 Liability Insurance shall include all major divisions of coverage and be on a comprehensive
basis including:
1. Premises Operations (including X, C and U coverage's as applicable).
2. Independent Contractors' Protective.
3. Products and Completed Operations.
4. Personal Injury Liability with Employment 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.
11.1.1.10 If the General Liability coverage's 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 coverage's required to be maintained after final payment, certified in accordance
with Subparagraph 9.10.2.
Add the following sub -subparagraph 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
(e.g., Longshoremen's): Statutory
(c) Employer's Liability: $500,000 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
$3,000,000 Per Person
$5,000,000 Each Occurrence
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(b) Property Damage:
$2,000,000 Each Occurrence
$2,000,000 Aggregate
(c) Products and Completed Operations to be maintained for 10 years after final
payment.
(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:
$2,000,000 Each Occurrence
$2,000,000 Aggregate
(b) Property Damage:
$2,000,000 Each Occurrence
$2,000,000 Aggregate
4. Personal Injury, with Employment Exclusion deleted:
$2,000,000 Aggregate
5. Business Auto Liability (including owned, non -owned and hired vehicles):
(a) Bodily Injury:
$2,000,000 Each Person
$2,000,000 Each Occurrence
(b) Property Damage:
$2,000,000 Each Occurrence
6. Excess Liability Policy:
$10,000,000 Limit
7. Additional Insured: Except for workers compensation and employers liability
coverage, all liability policies required shall be endorsed to name the following as
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Additional Insured: Wells Fargo, its board members, officers, employees, agents,
successors and assigns.
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.
11.3 Property Insurance
11.3.1 Modify the first sentence of subparagraph 11.3.1 as follows: Delete "Unless otherwise
provided, the Owner" and substitute "the Contractor." Add the following sentences:
The form of policy for this coverage shall be Completed Value. If the Owner is damaged by the
failure of the Contractor to maintain such insurance, the Contractor shall bear all reasonable costs
properly attributable thereto.
All insurance should have a minimum A.M. Best Rating of A-. That minimum Best Rating should
also apply to the surety that will provide the Contractor's bonds.
11.3.1.2 Delete sub -subparagraph 11.3.1.2.
11.3.1.3 Delete sub -subparagraph 11.3.1.3. and substitute the following:
General Contractor is responsible for any deductible under the policy.
11.3.4 Delete subparagraph 11.3.4.
11.3.6 Delete subparagraph 11.3.6 and substitute the following:
Before an exposure to loss may occur, the Contractor shall file with the Owner two certified copies of
the policy or policies providing this Property Insurance coverage, each containing those
endorsements specifically related to the Project. Each policy shall contain a provision that the policy
will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to
the Contractor.
11.3.7 Modify subparagraph 11.3.7 by substituting "Contractor" for "Owner" at the end of the first
sentence.
11.3.8 Modify subparagraph 11.3.8 by substituting "Contractor" for "Owner" as fiduciary; except that
at the first reference to "Owner" in the first sentence, the word "this" should be substituted for
"Owner's".
11.3.9 Modify Subparagraph 11.3.9 by substituting "Contractor" for "Owner" each time the latter
word appears.
11.3.10 Modify Subparagraph 11.3.10 by substituting "Contractor" for "Owner" each time the latter
word appears.
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Add the following subparagraph 11.3.11.
11.3.11 Contractor's Pollution Liability Insurance: Provide such insurance in an amount not less
than $1,000,000 per claim.
11.4 Performance Bond and Payment Bond
11.4.1 Delete Subparagraph 11.4.1 and substitute the following:
The Contractor shall furnish bonds covering faithful performance of the Contract and payment of
obligations arising thereunder. Bonds may be obtained through the Contractor's usual source and
the cost thereof shall be included in the Contract Sum. The amount of each bond shall be equal to
100 percent of the Contract Sum.
Add the following sub -subparagraphs 11.4.1.1 and 11.4.1.2 to 11.4.1:
11.4.1.1 The Contractor shall deliver the required bonds to the Owner not later than seven calendar
days following the date the Agreement is entered into, or if the Work is to be commenced prior
thereto in response to a letter of intent, the Contractor shall, prior to the commencement of the
Work, submit evidence satisfactory to the Owner that such bonds will be furnished.
11.4.1.2 The Contractor shall require the attorney -in -fact who executes the required bonds on
behalf of the surety to affix thereto a certified and current copy of the power of attorney.
ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT
14.1 Termination by the Contractor
Delete subparagraph 14.1.1.4
Delete subparagraph 14.1.3 and substitute the following:
14.1.3 If one of the reasons described in Subparagraph 14.1.1 or 14.1.2 exists, the Contractor may,
upon seven days' written notice to the Owner and Architect, terminate the Contract and recoverfrom
the Owner payment for Work executed and for proven loss with respect to materials, equipment,
tools, and construction equipment and machinery.
14.2 Termination by the Owner for Cause
Delete the first sentence from subparagraph 14.2.2 and substitute the following sentence:
14.2.2 When any of the above reasons exist, the Owner may without prejudice to any other rights or
remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven
days' written notice, terminate employment of the Contractor and may, subject to any prior rights of
the surety:...
14.4 Termination by the Owner for Convenience
Delete subparagraph 14.4.3 and substitute the following:
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14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be entitled to
receive payment for Work executed, cost incurred by reason of such termination, along with
reasonable overhead and profit on the Work completed but not on uncompleted Work.
ARTICLE 15 CLAIMS AND DISPUTES
Delete subparagraph 15.1.6
15.1.6 Claims for Consequential Damages
The Contractor and Owner waive Claims against each other for consequential damages arising out
of or relating to this Contract. This mutual waiver includes
.1 damages incurred by the Owner for rental expenses, for losses of use, income, profit,
financing, business and reputation, and for loss of management or employee productivity
or of the services of such persons; and
.2 damages incurred by the Contractor for principal office expenses including the
compensation of personnel stationed there, for losses of financing, business and
reputation, and for loss of profit except anticipated profit arising directly from the Work.
This mutual waiver is applicable, without limitation, to all consequential damages due to either
party's termination in accordance with Article 14. Nothing contained in this Section 15.1.6 shall be
deemed to preclude an award of liquidated damages, when applicable, in accordance with the
requirements of the Contract Documents.
END OF SECTION 00800
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WELLS FARGO — ZEPHYR COMMONS
AGRIBOARD PANEL REPAIR
BID PACKAGE
ZEPHYR HILLS, FLORIDA
SECTION 01010 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
501-2717-033
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Division 1 Specification Sections, apply to this
Section.
1.2 PROJECT DESCRIPTION
A. Project Identification:
1. Name of the Project: Wells Fargo Zephyr Hills Agriboard Panel Repair
2. Project Location: Zephyr Hills, FL
3. Owner: Wells Fargo
4. Architect/Engineer: Reynolds, Smith and Hills, Inc., Jacksonville, Florida.
5. Project Identifier/Number: 501-2717-033
B. The Work will be constructed under a single prime contract.
C. The Work is divided into four phases:
1. Phase I: Preconstruction- Indoor Air Quality Controls
2. Phase II: Shoring of Existing Roof Panels
3. Phase III: Repair Agriboard Roof Panels
4. Phase IV: Repair Agriboard Wall Panels
D. Summary by Reference: The work can be summarized by reference to the
requirements of the various Contract Documents. These references can be
summarized but are not necessarily limited to the following:
1. The Executed Owner - Contractor Agreement (not bound herewith).
2. The General and Supplementary Conditions, which are bound herewith (in
this Project Manual).
3. The drawings, which are listed in a "Schedule of Drawings" as of the date of
these Contract Documents.
4. The specification sections, which are bound herewith and are listed in the
Table of Contents section bound herewith (in this Project Manual).
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5. The Addenda and Modifications to the Contract Documents, which have
been either bound herewith (in this Project Manual) or distributed by
transmittal subsequent to the binding hereof.
6. Work by the Owner, which is in connection with the project and is described
herein to the extent it is believed to have a significant relation with the work
of this Contract.
7. Governing regulations, which have a bearing on the performance of the
work; copies can be obtained from or reviewed at the local, state or federal
agency responsible for the regulation in each case.
8. Submittals (of any kind), copies of which are retained by the Contractor at the
site.
9. Miscellaneous element of information having a bearing on the performance
of the work, such as weather forecasts and reports of general trade union
negotiations; copies must be obtained by the Contractor through normal
information channels.
1.4 CONTRACTOR USE OF PREMISES
A. General: During the construction period the Contractor shall have full use of the
premises for construction operations, including use of the site. The Contractor's use
of the premises is limited only by the Owner's right to perform work or to retain other
contractors on portions of the Project.
B. Ownership of Property: Do not perform work, disturb or trespass upon properties not
possessed by the Owner.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
A. SCHEDULE OF PRODUCTS
1. Contractor is responsible for providing schedule for ordering owner -provided
products.
END OF SECTION 01010
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SECTION 07543 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Adhered TPO membrane roofing system.
2. Roof insulation.
501-2717-033
B. Section also includes a phased, temporary peel -back of existing membrane for
deck repair and temporary reinstallation to maintain a waterproof membrane.
After deck repairs are complete, remove and dispose of entire existing
membrane and provide the new membrane specified herein.
C. Related Sections:
1. Section 06100 "Rough Carpentry" for wood nailers, curbs, and blocking.
2. Section 06160 "Sheathing" for wood -based, structural -use deck panels.
3. Section 07210 "Building Insulation" for insulation beneath the roof deck.
4. Section 07620 "Sheet Metal Flashing and Trim" for metal roof penetration
flashings, flashings, and counterflashings.
1.2 DEFINITIONS
A. TPO: Thermoplastic polyolefin.
B. Roofing Terminology: See ASTM D 1079 and glossary in NRCA's "The NRCA
Roofing and Waterproofing Manual" for definitions of terms related to roofing
work in this Section.
1.3 PERFORMANCE REQUIREMENTS
A. General Performance: Installed membrane roofing and base flashings shall
withstand specified uplift pressures, thermally induced movement, and exposure
to weather without failure due to defective manufacture, fabrication, installation,
or other defects in construction. Membrane roofing and base flashings shall
remain watertight.
B. Material Compatibility: Provide roofing materials that are compatible with one
another under conditions of service and application required, as demonstrated by
membrane roofing manufacturer based on testing and field experience.
C. Roofing System Design: Provide membrane roofing system that is identical to
systems that have been successfully tested by a qualified testing and inspecting
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agency to resist uplift pressure as stated in the Florida Building Code and listed
in the Florida Product Approval Directory.
D. FM Approvals Listing: Provide membrane roofing, base flashings, and
component materials that comply with requirements in FM Approvals 4450 and
FM Approvals 4470 as part of a membrane roofing system, and that are listed in
FM Approvals' "RoofNav" for Class 1 or noncombustible construction, as
applicable. Identify materials with FM Approvals markings.
1. Fire/Windstorm Classification: Class 1A-120.
2. Hail Resistance: MH.
E. Solar Reflectance Index: Not less than 78 when calculated according to
ASTM E 1980, based on testing identical products by a qualified testing agency.
F. Energy Performance: Provide roofing system that is listed on the DOE's
ENERGY STAR "Roof Products Qualified Product List" for low slope roof
products.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: For roofing system. Include plans, elevations, sections, details,
and attachments to other work.
1. Base flashings and membrane terminations.
2. Tapered insulation, including slopes.
3. Roof plan showing orientation of steel roof deck and orientation of
membrane roofing and fastening spacings and patterns for mechanically
fastened membrane roofing.
4. Insulation fastening patterns for corner, perimeter, and field -of -roof
locations.
C. Samples for Verification: For the following products:
1. Sheet roofing, of color specified, including T-shaped side and end lap
seam.
2. Roof insulation.
3. Metal termination bars.
4. Six insulation fasteners of each type, length, and finish.
1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified Installer and manufacturer.
B. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing
system complies with requirements specified in "Performance Requirements"
Article.
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1.6
1.7
Submit evidence of compliance with performance requirements.
C. Product Test Reports: Based on evaluation of comprehensive tests performed
by manufacturer and witnessed by a qualified testing agency, for components of
membrane roofing system.
D. Field quality -control reports.
E. Warranties: Sample of special warranties.
CLOSEOUT SUBMITTALS
A. Maintenance Data: For roofing system to include in maintenance manuals.
QUALITY ASSURANCE
A. Manufacturer Qualifications: A qualified manufacturer that is UL listed or FM
Approvals approved for membrane roofing system identical to that used for this
Project.
B. Installer Qualifications: A qualified firm that is approved, authorized, or licensed
by membrane roofing system manufacturer to install manufacturer's product and
that is eligible to receive manufacturer's special warranty.
C. Source Limitations: Obtain components including roof insulation for membrane
roofing system from same manufacturer as membrane roofing or approved by
membrane roofing manufacturer.
D. Exterior Fire -Test Exposure: ASTM E 108, Class A; for application and roof
slopes indicated, as determined by testing identical membrane roofing materials
by a qualified testing agency. Materials shall be identified with appropriate
markings of applicable testing agency.
E. Fire -Resistance Ratings: Where indicated, provide fire -resistance -rated roof
assemblies identical to those of assemblies tested for fire resistance per
ASTM E 119 by a qualified testing agency. Identify products with appropriate
markings of applicable testing agency.
F. Preliminary Roofing Conference: Before starting roof deck construction, conduct
conference at site to be determined by Owner
1. Meet with Owner, Architect, Owner's insurer if applicable, testing and
inspecting agency representative, roofing Installer, roofing system
manufacturer's representative, deck Installer, and installers whose work
interfaces with or affects roofing, including installers of roof accessories
and roof -mounted equipment.
2. Review methods and procedures related to roofing installation, including
manufacturer's written instructions.
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3. Review and finalize construction schedule and verify availability of
materials, Installer's personnel, equipment, and facilities needed to make
progress and avoid delays.
4. Review deck substrate requirements for conditions and finishes, including
flatness and fastening.
5. Review structural loading limitations of roof deck during and after roofing.
6. Review base flashings, special roofing details, roof drainage, roof
penetrations, equipment curbs, and condition of other construction that
will affect roofing system.
7. Review governing regulations and requirements for insurance and
certificates if applicable.
8. Review temporary protection requirements for roofing system during and
after installation.
9. Review roof observation and repair procedures after roofing installation.
G. Preinstallation Roofing Conference: Conduct conference at Project site.
1. Meet with Owner, Architect, Owner's insurer if applicable, testing and
inspecting agency representative, roofing Installer, roofing system
manufacturer's representative, deck Installer, and installers whose work
interfaces with or affects roofing, including installers of roof accessories
and roof -mounted equipment.
2. Review methods and procedures related to roofing installation, including
manufacturer's written instructions.
3. Review and finalize construction schedule and verify availability of
materials, Installer's personnel, equipment, and facilities needed to make
progress and avoid delays.
4. Examine deck substrate conditions and finishes for compliance with
requirements, including flatness and fastening.
5. Review structural loading limitations of roof deck during and after roofing.
6. Review base flashings, special roofing details, roof drainage, roof
penetrations, equipment curbs, and condition of other construction that
will affect roofing system.
7. Review governing regulations and requirements for insurance and
certificates if applicable.
8. Review temporary protection requirements for roofing system during and
after installation.
9. Review roof observation and repair procedures after roofing installation.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver roofing materials to Project site in original containers with seals unbroken
and labeled with manufacturer's name, product brand name and type, date of
manufacture, approval or listing agency markings, and directions for storing and
mixing with other components.
B. Store liquid materials in their original undamaged containers in a clean, dry,
protected location and within the temperature range required by roofing system
manufacturer. Protect stored liquid material from direct sunlight.
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1. Discard and legally dispose of liquid material that cannot be applied within
its stated shelf life.
C. Protect roof insulation materials from physical damage and from deterioration by
sunlight, moisture, soiling, and other sources. Store in a dry location. Comply
with insulation manufacturer's written instructions for handling, storing, and
protecting during installation.
D. Handle and store roofing materials and place equipment in a manner to avoid
permanent deflection of deck.
1.9 PROJECT CONDITIONS
A. Weather Limitations: Proceed with installation only when existing and forecasted
weather conditions permit roofing system to be installed according to
manufacturer's written instructions and warranty requirements.
1.10 WARRANTY
A. Special Warranty: Manufacturer's standard or customized form, without
monetary limitation, in which manufacturer agrees to repair or replace
components of membrane roofing system that fail in materials or workmanship
within specified warranty period.
1. Special warranty includes membrane roofing, base flashings, roof
insulation, substrate board, roofing accessories, and other components of
membrane roofing system.
2. Warranty Period: 15 years from date of Substantial Completion.
B. Special Project Warranty: Submit roofing Installer's warranty, on warranty form
at end of this Section, signed by Installer, covering the Work of this Section,
including all components of membrane roofing system such as membrane
roofing, base flashing, roof insulation, fasteners, cover boards, substrate boards,
vapor retarders, roof pavers, and walkway products, for the following warranty
period:
Warranty Period: Two years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 TPO MEMBRANE ROOFING
A. Fabric -Reinforced Thermoplastic Polyolefin Sheet: ASTM D 6878, internally
fabric or scrim reinforced, uniform, flexible fabric backed TPO sheet.
1. Manufacturers: Match existing manufacturer.
2. Thickness: 60 mils (1.5 mm), nominal.
3. Exposed Face Color: White.
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2.2 AUXILIARY MEMBRANE ROOFING MATERIALS
A. General: Auxiliary membrane roofing materials recommended by roofing system
manufacturer for intended use, and compatible with membrane roofing.
Liquid -type auxiliary materials shall comply with VOC limits of authorities
having jurisdiction.
B. Sheet Flashing: Manufacturer's standard unreinforced thermoplastic polyolefin
sheet flashing, 55 mils (1.4 mm) thick, minimum, of same color as sheet
membrane.
C. Bonding Adhesive: Manufacturer's standard.
D. Slip Sheet: Manufacturer's standard, of thickness required for application.
E. Metal Termination Bars: Manufacturer's standard, predrilled stainless -steel or
aluminum bars, approximately 1 by 1/8 inch (25 by 3 mm) thick; with anchors.
F. Fasteners: Factory -coated steel fasteners and metal or plastic plates complying
with corrosion -resistance provisions in FM Approvals 4470, designed for
fastening membrane to substrate, and acceptable to membrane roofing system
manufacturer.
G. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent
sheet flashings, preformed inside and outside corner sheet flashings, T joint
covers, lap sealants, termination reglets, and other accessories.
2.3 ROOF INSULATION
A. General: Preformed roof insulation boards manufactured or approved by TPO
membrane roofing manufacturer, selected from manufacturer's standard sizes
suitable for application, of thicknesses indicated and that produce FM Approvals -
approved roof insulation.
B. Polyisocyanu rate Board Insulation: ASTM C 1289, Type Il, Class 1, Grade 2, felt
or glass -fiber mat facer on both major surfaces.
C. Tapered Insulation: Provide factory -tapered insulation boards fabricated to slope
of 1/4 inch per 12 inches (1:48) unless otherwise indicated.
D. Provide preformed saddles, crickets, tapered edge strips, and other insulation
shapes where indicated for sloping to drain. Fabricate to slopes indicated.
2.4 INSULATION ACCESSORIES
A. General: Furnish roof insulation accessories recommended by insulation
manufacturer for intended use and compatibility with membrane roofing.
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B. Fasteners: Factory -coated steel fasteners and metal or plastic plates complying
with corrosion -resistance provisions in FM Approvals 4470, designed for
fastening roof insulation and cover boards to substrate, and acceptable to roofing
system manufacturer.
C. Full -Spread Applied Insulation Adhesive: Insulation manufacturer's
recommended spray -applied, low-rise, two -component urethane adhesive
formulated to attach roof insulation to substrate or to another insulation layer.
D. Cover Board: ASTM C 1177/C 1177M, glass -mat, water-resistant gypsum
substrate, 1/2 inch (13 mm), factory primed.
1. Products: Subject to compliance with requirements, provide one of the
following available products that may be incorporated into the Work
include, but are not limited to, the following:
a. Georgia-Pacific Corporation; Dens Deck Prime.
b. Approved equivalent product acceptable to membrane
manufacturer.
2.5 ASPHALT MATERIALS
A. Roofing Asphalt: ASTM D 312, Type III or Type IV.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance
with the following requirements and other conditions affecting performance of
roofing system:
1. Verify that roof openings and penetrations are in place and curbs are set
and braced and that roof drain bodies are securely clamped in place.
2. Verify that wood blocking, curbs, and nailers are securely anchored to
roof deck at penetrations and terminations and that nailers match
thicknesses of insulation.
B. Proceed with installation only after unsatisfactory conditions have been
corrected.
3.2 PREPARATION
A. Clean substrate of dust, debris, moisture, and other substances detrimental to
roofing installation according to roofing system manufacturer's written
instructions. Remove sharp projections.
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B. Prevent materials from entering and clogging roof drains and conductors and
from spilling or migrating onto surfaces of other construction. Remove roof -drain
plugs when no work is taking place or when rain is forecast.
C. Complete terminations and base flashings and provide temporary seals to
prevent water from entering completed sections of roofing system at the end of
the workday or when rain is forecast. Remove and discard temporary seals
before beginning work on adjoining roofing.
3.3 INSULATION INSTALLATION
A. Coordinate installing membrane roofing system components so insulation is not
exposed to precipitation or left exposed at the end of the workday.
B. Comply with membrane roofing system and insulation manufacturer's written
instructions for installing roof insulation.
C. Install tapered insulation under area of roofing to conform to slopes indicated.
D. Install insulation under area of roofing to achieve required thickness. Where
overall insulation thickness is 2.7 inches (68 mm) or greater, install two or more
layers with joints of each succeeding layer staggered from joints of previous layer
a minimum of 6 inches (150 mm) in each direction.
Where installing composite and noncomposite insulation in two or more
layers, install noncomposite board insulation for bottom layer and
intermediate layers, if applicable, and install composite board insulation
for top layer.
E. Trim surface of insulation where necessary at roof drains so completed surface is
flush and does not restrict flow of water.
F. Install insulation with long joints of insulation in a continuous straight line with end
joints staggered between rows, abutting edges and ends between boards. Fill
gaps exceeding 1/4 inch (6 mm) with insulation.
Cut and fit insulation within 1 /4 inch (6 mm) of nailers, projections, and
penetrations.
G. Adhered Insulation: Install each layer of insulation and adhere to substrate as
follows:
1. Set each layer of insulation in a uniform coverage of full -spread insulation
adhesive, firmly pressing and maintaining insulation in place.
H. Install cover boards over insulation and plywood decking with long joints in
continuous straight lines with end joints staggered between rows. Offset joints of
insulation below a minimum of 6 inches (150 mm) in each direction. Loosely butt
cover boards together and fasten to roof deck.
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1. Fasten cover boards according to requirements in FM Approvals'
"RoofNav" for specified Windstorm Resistance Classification.
2. Fasten cover boards to resist uplift pressure at corners, perimeter, and
field of roof.
3.4 ADHERED MEMBRANE ROOFING INSTALLATION
A. Adhere membrane roofing over area to receive roofing and install according to
membrane roofing system manufacturer's written instructions.
B. Start installation of membrane roofing in presence of membrane roofing system
manufacturer's technical personnel.
C. Accurately align membrane roofing and maintain uniform side and end laps of
minimum dimensions required by manufacturer. Stagger end laps.
D. Bonding Adhesive: Apply to substrate and underside of membrane roofing at
rate required by manufacturer and allow to partially dry before installing
membrane roofing. Do not apply to splice area of membrane roofing.
E. In addition to adhering, mechanically fasten membrane roofing securely at
terminations, penetrations, and perimeter of roofing.
F. Apply membrane roofing with side laps shingled with slope of roof deck where
possible.
G. Seams: Clean seam areas, overlap membrane roofing, and hot-air weld side
and end laps of membrane roofing and sheet flashings according to
manufacturer's written instructions to ensure a watertight seam installation.
1. Test lap edges with probe to verify seam weld continuity. Apply lap
sealant to seal cut edges of sheet membrane.
2. Verify field strength of seams a minimum of twice daily and repair seam
sample areas.
3. Repair tears, voids, and lapped seams in roofing that does not comply
with requirements.
H. Spread sealant bed over deck drain flange at roof drains and securely seal
membrane roofing in place with clamping ring.
3.5 BASE FLASHING INSTALLATION
A. Install sheet flashings and preformed flashing accessories and adhere to
substrates according to membrane roofing system manufacturer's written
instructions.
B. Apply bonding adhesive to substrate and underside of sheet flashing at required
rate and allow to partially dry. Do not apply to seam area of flashing.
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C. Flash penetrations and field -formed inside and outside corners with cured or
uncured sheet flashing.
D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-
air weld side and end laps to ensure a watertight seam installation.
E. Terminate and seal top of sheet flashings.
3.6 FIELD QUALITY CONTROL
A. Testing Agency: Engage a qualified testing agency to perform tests and
inspections.
B. Final Roof Inspection: Arrange for roofing system manufacturer's technical
personnel to inspect roofing installation on completion.
C. Repair or remove and replace components of membrane roofing system where
inspections indicate that they do not comply with specified requirements.
D. Additional inspections, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.7 PROTECTING AND CLEANING
A. Protect membrane roofing system from damage and wear during remainder of
construction period. When remaining construction will not affect or endanger
roofing, inspect roofing for deterioration and damage, describing its nature and
extent in a written report, with copies to Architect and Owner.
B. Correct deficiencies in or remove membrane roofing system that does not comply
with requirements; repair substrates; and repair or reinstall membrane roofing
system to a condition free of damage and deterioration at time of Substantial
Completion and according to warranty requirements.
3.8 ROOFING INSTALLER'S WARRANTY
A. WHEREAS <Insert name> of <Insert address>, herein called the "Roofing
Installer," has performed roofing and associated work ("work") on the following
project:
1. Owner: <Insert name of Owner>.
2. Address: <Insert address>.
3. Building Name/Type: <Insert information>.
4. Address: <Insert address>.
5. Area of Work: <Insert information>.
6. Acceptance Date: <Insert date>.
7. Warranty Period: <Insert time>.
8. Expiration Date: <Insert date>.
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B. AND WHEREAS Roofing Installer has contracted (either directly with Owner or
indirectly as a subcontractor) to warrant said work against leaks and faulty or
defective materials and workmanship for designated Warranty Period,
C. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and
conditions herein set forth, that during Warranty Period he will, at his own cost
and expense, make or cause to be made such repairs to or replacements of said
work as are necessary to correct faulty and defective work and as are necessary
to maintain said work in a watertight condition.
D. This Warranty is made subject to the following terms and conditions:
Specifically excluded from this Warranty are damages to work and other
parts of the building, and to building contents, caused by:
a. Lightning;
b. Peak gust wind speed exceeding <Insert wind speed> mph
(m/sec);
C. Fire;
d. Failure of roofing system substrate, including cracking, settlement,
excessive deflection, deterioration, and decomposition;
e. Faulty construction of parapet walls, copings, chimneys, skylights,
vents, equipment supports, and other edge conditions and
penetrations of the work;
f. Vapor condensation on bottom of roofing; and
g. Activity on roofing by others, including construction contractors,
maintenance personnel, other persons, and animals, whether
authorized or unauthorized by Owner.
2. When work has been damaged by any of foregoing causes, Warranty
shall be null and void until such damage has been repaired by Roofing
Installer and until cost and expense thereof have been paid by Owner or
by another responsible party so designated.
3. Roofing Installer is responsible for damage to work covered by this
Warranty but is not liable for consequential damages to building or
building contents resulting from leaks or faults or defects of work.
4. During Warranty Period, if Owner allows alteration of work by anyone
other than Roofing Installer, including cutting, patching, and maintenance
in connection with penetrations, attachment of other work, and positioning
of anything on roof, this Warranty shall become null and void on date of
said alterations, but only to the extent said alterations affect work covered
by this Warranty. If Owner engages Roofing Installer to perform said
alterations, Warranty shall not become null and void unless Roofing
Installer, before starting said work, shall have notified Owner in writing,
showing reasonable cause for claim, that said alterations would likely
damage or deteriorate work, thereby reasonably justifying a limitation or
termination of this Warranty.
5. During Warranty Period, if original use of roof is changed and it becomes
used for, but was not originally specified for, a promenade, work deck,
spray -cooled surface, flooded basin, or other use or service more severe
than originally specified, this Warranty shall become null and void on date
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of said change, but only to the extent said change affects work covered
by this Warranty.
6. Owner shall promptly notify Roofing Installer of observed, known, or
suspected leaks, defects, or deterioration and shall afford reasonable
opportunity for Roofing Installer to inspect work and to examine evidence
of such leaks, defects, or deterioration.
7. This Warranty is recognized to be the only warranty of Roofing Installer
on said work and shall not operate to restrict or cut off Owner from other
remedies and resources lawfully available to Owner in cases of roofing
failure. Specifically, this Warranty shall not operate to relieve Roofing
Installer of responsibility for performance of original work according to
requirements of the Contract Documents, regardless of whether Contract
was a contract directly with Owner or a subcontract with Owner's General
Contractor.
E. IN WITNESS THEREOF, this instrument has been duly executed this <Insert
day> day of <Insert month>, <Insert year>.
1. Authorized Signature:
2. Name: <Insert name>.
3. Title: <Insert title>.
END OF SECTION 07543
<Insert signature>.
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SECTION 09242 — STOPOWERWALL PORTLAND CEMENT STUCCO
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Materials and installation of exterior stucco wall covering with an
elastomeric silicone enhanced finish coat.
2. Installation of a water -resistive barrier (WRB).
3. Installation of expanded metal lath.
1.2 REFERENCED DOCUMENTS
A. ASTM Standards:
1. A 641
Standard Specification for Zinc -Coated (Galvanized ) Carbon
Steel Wire
2. A 653
Specification for Sheet Steel Zinc coated (Galvanized) by the
Hot -Dip Process, Commercial Quality
3. B 69
Specification for Rolled Zinc
4. C 144
Specification for Aggregate for Masonry Mortar
5. C 297
Standard Test Method for Flatwise Tensile Strength of
Sandwich Constructions
6. C 578
Specification for Preformed, Cellular Polystyrene Thermal
Insulation
7. C 847
Standard Specification for Metal Lath
8. C 897
Standard Specification for Aggregate for Job -Mixed Portland
Cement -Based Plasters
9. C 926
Standard Specification for Application of Portland Cement -
Based Plaster
10. C 1063
Standard Specification for Installation of Lathing and Furring for
Portland Cement Plaster
11. C 1177
Specification for Glass Mat Gypsum for Use as Sheathing
12. D 226
Standard Specification for Asphalt -Saturated Organic Felt Used
in Roofing and Waterproofing
13. D 1784
Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds
and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds
14. D 4541
Test Method for Pull -Off Strength of Coatings Using Portable
Adhesion Testers
15. E 96
Standard Test Methods for Water Vapor Transmission of
Materials
16. E 283
Test Method for Determining Rate of Air Leakage Through
Exterior Windows, Curtain Walls, and Doors Under Specified
Pressure Differences Across the Specimen
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17. E 330 Test Method for Structural Performance of Windows, Curtain
Walls, and Doors by Uniform Static Air Pressure Difference
18. E 331 Test Method for Water Penetration of Exterior Windows,
Skylights, Doors, and Curtain Walls by Uniform Static Air
Pressure Difference
B. APA Engineered Wood Association
1. PS 1 Voluntary Product Standard, Structural Plywood
2. PS 2 Performance Standard for Wood -Based Structural -Use Panels
3. E 30 APA Engineered Wood Construction Guide
C. Florida Product Approval Listing as required by the Florida Building Code.
1.3 DESIGN REQUIREMENTS
A. Structural (wind and axial loads)
1. Design for maximum allowable deflection, normal to the plane of the wall
of L/360
2. Design for wind load in conformance with Florida Building Code
requirements.
B. Moisture Control
Prevent the accumulation of water into or behind the stucco, either by
condensation or leakage into the wall construction, in the design and
detailing of the wall assembly:
a. Provide corrosion resistant flashing to protect exposed elements
and to direct water to the exterior, including, above window and
door heads, beneath window and door sills, at floor lines, at
roof/wall intersections, decks, abutments of lower walls with
higher walls, above projecting features, and at the base of the
wall.
b. Air Leakage Prevention —prevent excess air leakage in the design
and detailing of the wall assembly. Provide continuity between air
barrier components in the wall assembly.
C. Vapor Diffusion and Condensation -- perform a dew point analysis
of the wall assembly to determine the potential for accumulation of
moisture in the wall assembly as a result of water vapor diffusion
and condensation. Adjust wall assembly components accordingly
to minimize the risk of condensation. Avoid the use of vapor
retarders on the interior side of the wall in warm, humid climates.
d. At expansion joints, back joints with barrier membrane.
e. Seal stucco terminations and accessory butt joints with
appropriate sealant.
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C. Grade Condition
Do not apply stucco for use below grade or on surfaces subject to
continuous or intermittent water immersion or hydrostatic pressure.
Provide minimum 4 inch (100 mm) clearance above earth grade,
minimum 2 inch (51 mm) clearance above finished grade
(pavers/sidewalk). Provide increased clearance in freeze/thaw climate
zones.
D. Sloped surfaces, including Projecting Architectural Features Attached to Stucco.
1. Avoid the use of stucco on build -outs or weather exposed sloped and
horizontal surfaces greater than a 2-inch projection.
2. Do not use EPS foam on weather exposed projecting ledges, sills, or
other projecting features unless supported by framing or other structural
support and protected with metal coping or flashing. Refer to Sto details.
E. Joints and Accessories
1. Provide two piece expansion joints in the stucco system where building
movement is anticipated: at joints in the substrate or supporting
construction, where the system is to be installed over dissimilar
construction or substrates, at changes in building height, at floor lines, at
columns and cantilevered areas.
2. Provide one piece expansion joints every 144 ft2 (13 m2). Cut and wire tie
lath to the expansion joint accessory so lath is discontinuous at or
beneath the accessory. Do not exceed length to width ratio of 2-1/2:1 in
expansion joint layout and do not exceed more than 18 feet (5.5 m) in
any direction without an expansion joint. Where casing bead is used
back-to-back as the expansion joint, back the joint with barrier
membrane.
3. Provide one piece expansion joints at through wall penetrations, for
example, above and below doors or windows.
4. Provide minimum 3/8 inch (9 mm) wide joints where the system abuts
windows, doors and other through wall penetrations.
5. Provide appropriate accessories at stucco terminations and joints.
6. CAUTION: Exercise extereme care in design and detailing when
incorporating channel reveal accessories in the stucco wall assembly.
Embed in sealant and apply surface sealant as necessary to prevent
water leakage where channel reveal accessories abut or intersect with
other accessories. Do not use channel reveal accessories in lieu of
expansion or control joints. The use of channel reveal accessories may
interfere with drainage and cause excess cracking where stucco adjoins
the accessory. Limit use to areas that can be easily maintained or avoid
their use.
7. Provide appropriate sealant at stucco terminations and at stucco
accessory butt joints.
8. Indicate location of joints, accessories and accessory type on
architectural drawings.
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F. Fire Protection
1. ASTM E-84:
a. Flame Spread less than 25.
b. Smoke Developed less than 450.
G. Stucco Thickness
1. Application to Metal Plaster Bases:
a. Stucco thickness shall not exceed 7/8 inch (22 mm).
2. Stucco shall be applied in 2 coats, scratch and brown coat, to achieve the
prescribed thickness.
3. Thickness shall be uniform throughout the wall area.
1.4 PERFORMANCE REQUIREMENTS
A. Stucco Base
1. Stucco scratch and brown coat material in compliance with ASTM C 926
and manufactured or listed by Sto Corp.
B. Primers: One of the following:
1. Alkaline Resistant Primer for freshly placed (minimum 4 day old) stucco
surfaces:
a. Resistant to alkaline surfaces with pH of 13 or less.
b. Surface Burning, ASTM E 84: Flame Spread less than 25, Smoke
Developed less than 450, Class A building material.
C. VOC: less than 50 g/L, compliant with South Coast AQMD Rule
1113 for architectural coatings.
2. Acrylic Primer for fully cured (minimum 28 day old or pH less than 10)
stucco surfaces:
a. Surface Burning, ASTM E 84: Flame Spread less than 25, Smoke
Developed less than 450, Class A building material.
b. VOC: less than 50 g/L, compliant with South Coast AQMD Rule
1113 for architectural coatings.
C. Finishes
1. Elastomeric Silicone Enhanced Finish Coat
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a. Accelerated Weathering, ASTM G 154: 2000 hours, no blistering,
checking cracking, crazing, or other deleterious effects.
b. Water Vapor Permeability, ASTM E 96, Method B: > 5 perms
[(287 ng/(Pa•s•mz)].
C. Surface Burning, ASTM E 84: Flame Spread less than 25, Smoke
Developed less than 450, Class A building material.
d. VOC: less then 50 g/L, compliant with South Coast AQMD Rule
1113 for architectural coatings.
1.5 SUBMITTALS
A. Manufacturer's specifications, details, installation instructions and product data.
B. Manufacturer's code compliance report for stucco testing and listings meeting
the Florida Product Approval requirements.
C. Manufacturer's standard warranty.
D. Samples for approval as directed by architect or owner.
E. Prepare and submit project -specific details as required by contract documents.
1.6 QUALITY ASSURANCE
A. Manufacturer requirements
1. Stucco products manufacturer for a minimum of twenty (20) years.
2. Stucco finish products manufactured under ISO 9001:2008 Quality
System and 14001:2004 Environmental Management System.
3. Manufacturer Representative must attend the pre -construction meeting
with the GC & applicator to review application process and components
of the W RB.
4. Manufacturer Representative must visit the project minimum once during
the application of the WRB and issue a Field Observation Report.
B. Contractor requirements
1. Licensed, insured and engaged in application of portland cement stucco
for a minimum of three (3) years.
2. Knowledgeable in the proper use and handling of Sto materials.
3. Employ skilled mechanics who are experienced and knowledgeable in
portland cement stucco application, and familiar with the requirements of
the specified work.
4. Successful completion of minimum of three (3) projects of similar size
and complexity to the specified project.
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5. Provide the proper equipment, manpower and supervision on the job site
to install the system in compliance with Sto's published specifications and
details and the project plans and specifications.
DELIVERY, STORAGE AND HANDLING
A. Deliver all materials in their original sealed containers bearing manufacturer's
name and identification of product.
B. Protect insulation materials from prolonged UV exposure, keep away from
sources of heat, sparks, flame, flammable or volatile materials. Store on a
clean, flat surface, off the ground in a dry area.
C. Protect coatings (pail products) from freezing and temperatures in excess of
90OF (320 C). Store away from direct sunlight.
D. Protect portland cement based materials (bag products) from moisture and
humidity. Store under cover off the ground in a dry location.
E. Handle all products as directed on labeling.
PROJECT/SITE CONDITIONS
A. Maintain ambient and surface temperatures above 40°F (4°C) during application
and for 24 hours after set of stucco, and after application of primers and finish
materials.
B. Prevent uneven or excessive evaporation of moisture from stucco during hot, dry
or windy weather. For installation under any of these conditions provide special
measures to properly moist cure the stucco. Do not install stucco if ambient
temperature is expected to rise above 100°F (38°C) within a 24 hour period.
C. Provide protection of surrounding areas and adjacent surfaces from application
of materials.
COORDINATION/SCHEDULING
A. Protect sheathing from climatic conditions to prevent weather damage until the
installation of the waterproof air barrier.
B. Install diverter flashings wherever water can enter the wall assembly to direct
water to the exterior.
C. Coordinate installation of waterproofing, roofing membrane, and other wall
penetrations to provide continuous moisture protection. Coordinate installation
of Water Resistive Barrier (WRB) to provide weather proofing of the structure
and to prevent moisture infiltration and excess air infiltration.
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D. Provide site grading such that the stucco terminates above earth grade minimum
4 inches (100 mm) and above finished grade (pavers/sidewalk) minimum 2
inches (51 mm). Provide increased clearance in freeze/thaw climate zones.
1.10 WARRANTY
A. Provide manufacturer's standard warranty - 12 Years.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Basis of design system by Sto Corp., 3800 Camp Creek Parkway, Building 1400,
Suite 120. Atlanta, GA 30331 or an approved, equivalent system by one of the
following:
1. Dryvit Systems, Inc.
2.2 WATER -RESISTIVE BARRIER
A. Sto Gold Coat with StoGuard Fabric reinforcement, spray or roller applied in two
coats.
B. Treat joints in sheathing with StoGuard Fabric reinforcement between coats.
2.3 LATH
A. Minimum 2.5 Ib./yd2 (1.4 kg/m2) self -furred, galvanized, steel, diamond mesh,
paper backed, metal lath in compliance with ASTM C 847.
2.4 MECHANICAL FASTENERS
A. Appropriate non -corroding fasteners, depending on the type framing or
substrate:
1. Wood Framing --minimum 11 gauge, 7/16 inch (11 mm) diameter head
galvanized roofing nails with minimum 3/ inch (19mm) penetration into
studs or minimum #8 Type S wafer head fully threaded corrosion
resistant screws with minimum 3/ inch (19 mm) penetration into studs.
B. Tie Wire-18 gauge galvanized and annealed low -carbon steel in compliance
with ASTM A 641 with Class I coating.
2.5 ACCESSORIES (supplied by others, select one type)
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A. Weep screed, casing bead, corner bead, corner lath, expansion and control joint
accessories. All accessories shall meet the requirements of ASTM C 1063 and
its referenced documents
1. PVC plastic in compliance with ASTM D 1784, cell classification 13244C.
2. Zinc in compliance with ASTM B 69.
3. Galvanized metal in compliance with ASTM A 653 with G60 coating.
B. All accessories shall have perforated or expanded flanges and shall be designed
with grounds for the specified thickness of stucco.
2.6 JOB MIXED INGREDIENTS
A. Water: clean and potable
B. Sand: in compliance with ASTM C 897 or C 144, for use with ASTM C 926
stucco concentrates
2.7 STUCCO
A. Sto Powerwall 103 Scratch & Brown: portland cement -based stucco concentrate
in compliance with ASTM C 926.
2.8 PRIMER
A. Sto Hot Prime —acrylic based primer/sealer for freshly placed (minimum 4 day
old) and high pH stucco surfaces.
2.9 FINISH COAT
A. Sto Powerflex Silco Finish — integrally colored, factory blended, elastomeric
textured finish with graded marble aggregate
B. Color to match existing building as indicated on drawings.
2.10 MIXING
A. StoPowerwall Stucco
1. 103 Powerwall Scratch & Brown — refer to mix instructions on packaging.
USE ONLY THE AMOUNT OF WATER NECESSARY FOR A
WORKABLE MIX. Use of excess water is detrimental to performance.
B. Primer --mix with a clean, rust -free high speed mixer to a uniform consistency.
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C. Finish --mix with a clean, rust -free high speed mixer to a uniform consistency. A
small amount of water (up to 12 ounces[0.4 L) may be added to adjust
workability. Limit addition of water to amount needed to achieve the finish
texture.
D. Mix only as much material as can readily be used.
E. Do not add lime, anti -freeze compounds, or other additives to any of the
materials.
PART 3 - EXECUTION
3.1 ACCEPTABLE INSTALLERS
A. Pre -qualify under Quality Assurance requirements of this specification (section
11.07.13).
3.2 EXAMINATION
A. Inspect surfaces for:
1. Contamination —algae, chalkiness, dirt, dust, fungus, mildew or other
foreign substances.
2. Surface absorption and chalkiness.
3. Damage and deterioration.
4. Moisture damage --record any areas of moisture damage.
B. Inspect sheathing application for compliance with applicable requirement:
Exterior Grade and Exposure 1 wood based sheathing—APA Engineered
Wood Association E 30.
C. Report deviations from the requirements of project specifications or other
conditions that might adversely affect the waterproof air barrier or stucco
installation to the General Contractor. Do not proceed with air barrier or stucco
installation until deviations are corrected.
3.3 SURFACE PREPARATION
A. Sheathing
1. Remove surface contaminants and replace damaged sheathing.
2. All sheathing must be handled and installed in compliance with applicable
code and/or manufacturer requirements. Installed sheathing must be
clean, dry and free from damage and frost. Gap wood sheathing 1/8 inch
(3 mm) at joints.
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3.4 WATER -RESISTIVE BARRIER (WRB) INSTALLATION
A. Coordinate work with other trades to ensure air barrier continuity with
connections at flashings, openings, and penetrations such as pipes, vents,
windows and doors, and joints in construction.
B. Install materials only when surface and ambient temperature are minimum 40
degrees F (4 degrees C) and rising during application and drying period and
below 100 degrees F (38 degrees C). Install materials to dry surfaces.
C. Sheathing joints
Install joint treatment material with applicable reinforcement over
sheathing joints as directed by the stucco manufacturer.
D. Waterproof air barrier membrane
Sheathing: make appropriate selection for sheathing provided.
a. Plywood sheathing: install one coat of Sto Gold Coat by spray or
roller in a uniform, continuous film of 60-80 wet mils to the prepared
substarate to achieve a void and pinhole free surface. Embed StoGuard
fabric reinforcement and apply a second coat of Sto Gold Coat.
3.5 STUCCO INSTALLATION
A. After satisfactory inspection of surfaces and correction of any deviations from
specification requirements commence the stucco installation as described below:
B. Installation over WRB protected frame construction with sheathing:
Casing Bead and Two Piece Expansion Joint Installation.
Install casing beads at stucco terminations —doors, windows and
other through wall penetrations. Install two piece expansion joints
(or back-to-back casing beads) at building expansion joints, where
the stucco is to be installed over dissimilar construction or
substrates, at changes in building height, at floor lines, columns,
and cantilevered areas. Install full accessory pieces where
possible and avoid small pieces. Seal adjoining pieces by
embedding ends in sealant. Abut horizontal into vertical joint
accessories. Attach at no more than 7 inches (178 mm) into solid
substrate/framing with appropriate fasteners.
2. Installation for Diamond Mesh Paper -backed Metal Lath:
General --install metal lath with the long dimension at right angles
to structural framing (horizontally on solid substrates). Terminate
lath at expansion joints. Do no install continuously at joints.
Seams/Overlaps--overlap side seams minimum 1/2 inch (13 mm)
and end seams minimum 1 inch (25 mm). Stagger end seams.
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Overlap casing beads and expansion joints minimum 1 inch (25
mm) over narrow wing accessories, minimum 2 inches (51 mm)
over expanded flange accessories. Do not install lath
continuously beneath expansion joints.
C. Attachment --fasten securely through sheathing into structural
framing at 7 inches (178 mm) on center maximum vertically and
16 inches (406 mm) on center horizontally. Wire tie at no more
than 9 inches (225 mm) on center at: side laps, accessory
overlaps, and where end laps occur between supports.
d. Paper -backed lath —follow installation as for diamond mesh metal
lath. Lap lath over lath, not paper to lath overlap. For horizontal
overlaps the paper backing must lap shingle style behind the lath
to lath overlap.
3. One Piece Expansion Joint Installation
a. Install one piece expansion joints at through wall penetrations, for
example, above and below doors and windows. Install one piece
expansion joints at every 144 ft2 (13 m2). Wire tie one piece
expansion joints to lath at no more than 7 inches (178 mm) on
center. Seal adjoining pieces by embedding ends in sealant. Make
certain lath is DISCONTINUOUS at or beneath joints.
4. Inside and Outside Corners
a. Install corner lath at inside corners and corner bead at outside
corners over lath. Attach through lath into solid substrate or
framing at no more than 7 inches (178 mm) on center with
appropriate fasteners.
Stucco Installation
a. Scratch Coat: apply stucco with sufficient pressure to key into and
embed the metal lath. Apply sufficient material, 3/8 or inch (9 or
12 mm), to cover the metal lath and to permit scoring the surface.
Score the stucco upon completion of each panel in preparation for
a second coat. Score horizontally.
b. Brown Coat: as soon as the first coat is firm enough to receive the
second coat without damage, apply the second coat.
Alternatively, moist cure the first coat up to 48 hours and dampen
the scratched surface with water immediately before applying the
second coat. Apply the second coat with sufficient pressure to
ensure intimate contact with the first coat and as needed to bring
the stucco to a uniform thickness that matches the grounds of the
accessories. Use a rod or straight edge to bring the surface to a
true, even plane. Fill depressions in plane with stucco. Final
thickness of stucco shall be minimum 518 inch (16 mm) for one
coat stucco or minimum % inch (19 mm) for C 926 compliant
stucco. Stucco thickness shall be uniform throughout the wall
area and shall not exceed 7/8 inch (22 mm).
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C. After the stucco has become slightly firm float the surface lightly
with a darby or wood float to densify the surface and to provide a
smooth, even surface. The proper time to float is when the wood
float no longer sticks to the surface of the stucco.
d. Moist cure after the stucco has set by lightly fogging for at least
48 hours. Fog as frequently as required during the 48 hour period
to prevent loss of moisture from the stucco. Avoid eroding the
stucco surface with excess moisture. If relative humidity exceeds
75% the frequency of moist curing can be diminished.
C. Primer Installation: Select one of the following:
1. Sto Hot Prime —Moist cure stucco for a minimum of 48 hours. Allow
stucco to dry an additional 48 hours, then apply primer evenly with brush,
roller or proper spray equipment over the clean, dry stucco and foam
build -outs, and allow to dry. Final age of primed stucco application must
be minimum 7 days before application of finish.
2. Sto Primer Sand —Moist cure stucco for a minimum of 48 hours. Wait
until stucco is 28 days old or the pH level of the surface is below 10
before applying primer. Final age of primed stucco application must be
minimum 28 days before application of finish or pH must be below 10.
3. Sto Primer Smooth— Moist cure stucco for a minimum of 48 hours. Wait
until stucco is 28 days old or the pH level of the surface is below 10
before applying primer. Final age of primed stucco application must be
minimum 28 days before application of finish or pH must be below 10.
D. Finish Installation
1. Apply finish to minimum 28 day old stucco or primed stucco or
when pH of surface is less than 10. If Sto Hot Prime is used as the
primer the primed stucco surfaces need only be minimum 7 days old.
Apply finish by spraying or troweling with a stainless steel trowel,
depending on the finish specified.
Follow these general rules for application of finish:
a. Avoid application in direct sunlight.
b. Apply finish in a continuous application, and work a wet edge
towards the unfinished wall area. Work to an architectural break
in the wall before stopping to avoid cold joints.
C. Weather conditions affect application and drying time. Hot or dry
conditions limit working time and accelerate drying. Adjustments
in the scheduling of work may be required to achieve desired
results; cool or damp conditions extend working time and retard
drying and may require added measures of protection against
wind, dust, dirt, rain and freezing. Adjust work schedule and
provide protection.
d. Do not install separate batches of finish side -by -side.
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e. Do not apply finish into or over sealant joints. Apply finish to
outside face of wall only.
f. Do not apply finish over irregular or unprepared surfaces, or
surfaces not in compliance with the requirements of the project
specifications.
g. Do not install finish over high pH (> 10) stucco surfaces or
surfaces that have not been fully cured.
3.6 PROTECTION
A. Provide protection of installed materials from water infiltration into or behind
them.
B. Provide protection of installed stucco from dust, dirt, precipitation, and freezing.
C. Provide protection of installed primer and finish from dust, dirt, precipitation,
freezing and continuous high humidity until fully dry.
D. Provide sealant and backer material at stucco terminations to protect against air,
water and insect infiltration. Provide weeps at floor lines, window and door
heads, and other areas to conduct water to the exterior.
3.7 CLEANING, REPAIR AND MAINTENANCE
A. Clean and maintain the stucco finish for a fresh appearance and to prevent water
entry into and behind the stucco. Repair cracks, impact damage, spalls or
delamination promptly.
B. Maintain adjacent components of construction such as sealants, windows, doors,
and flashing, to prevent water entry into the wall assembly.
END OF SECTION 09242
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