HomeMy WebLinkAbout2018-144B c. Contractual Liability
d. Independent Contractors
e. Explosion
f. Collapse
g. Underground.
3. Business Auto Liability: Coverage shall provide minimum limits of liability
of$1,000,000 per occurrence Combined Single Limit for Bodily Injury and
Property Damage. This shall include coverage for:
a. Owned Autos
b. Hired Autos
c. Non-Owned Autos.
4. CONTRACTOR's "All Risk" Insurance: CONTRACTOR shall secure
Builders' Risk"All Risk" insurance at his expense and provide properly
completed and executed "Certificates of Insurance and Insurance
Endorsement" forms in the exact wording and format presented in these
Contract Documents before starting work.
5. Special Requirements:
a. Ten (10) days prior to the commencement of any work under this
Contract, certificates of insurance and endorsement forms in the
exact wording and format as presented in these Contract
Documents will be provided to the OWNER's Risk Manager for
review and approval.
b. "Indian River County Florida" will be named as "Additional
Insured" on both the General Liability, Auto Liability and Builder's
Risk"All Risk" Insurance.
c. The OWNER will be given thirty (30) days notice prior to
cancellation or modification of any stipulated insurance. Such
notification will be in writing by registered mail, return receipt
requested and addressed to the OWNER's Risk Manager.
d. An appropriate "Indemnification" clause shall be made a provision
of the Contract (see paragraph 6.20 of the General Conditions).
e. It is the responsibility of the CONTRACTOR to insure that all
subcontractors comply with all insurance requirements.
f. It should be remembered that these are minimum requirements,
which are subject to modification in response to high hazard
operation.
g. Insured must be authorized to do business and have an agent for
service of process in Florida and have Best's Rating of A-VII or
better.
D. Additional Insureds:
1. In addition to "Indian River County, Florida," the following individuals or
entities shall be listed as "additional insureds" on the CONTRACTOR's
liability insurance policies:
a. N/A
SC-5.05 OWNER's Liability Insurance
SC-5.05 Delete paragraph GC-5.05.A in its entirety.
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SC-5.06 Property Insurance
SC-5.06 Delete paragraphs GC-5.06.A, B, and C in their entirety and insert the following
paragraphs in their place:
A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the
Site in the amount of the full replacement cost thereof. This insurance shall:
1. include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER,
ENGINEER's Consultants and any other individuals or entities identified in the
Supplementary Conditions, and the officers, directors, partners, employees, agents
and other consultants and subcontractors of any of them each of whom is deemed
to have an insurable interest and shall be listed as an insured or additional insured;
2. be written on a Builder's Risk "All Risk" or open peril or special causes of loss
policy form that shall at least include insurance for physical loss and damage to the
Work, temporary buildings, falsework, and materials and equipment in transit and
shall insure against at least the following perils or causes of loss: fire, lightning,
extended coverage, theft, vandalism and malicious mischief, earthquake, collapse,
debris removal, demolition occasioned by enforcement of Laws and Regulations,
water damage, and such other perils or causes of loss as may be specifically
required by the Supplementary Conditions.
3. include expenses incurred in the repair or replacement of any insured property
(including but not limited to fees and charges of engineers and architects);
4. cover materials and equipment stored at the Site or at another location that was
agreed to in writing by OWNER prior to being incorporated in the Work, provided
that such materials and equipment have been included in an Application for
Payment recommended by ENGINEER; and
5. allow for partial utilization of the Work by OWNER;
6. include testing and startup; and
7. be maintained in effect until final payment is made unless otherwise agreed to in
writing by OWNER, CONTRACTOR and ENGINEER with 30 days written notice to
each other additional insured to whom a certificate of insurance has been issued.
B. CONTRACTOR shall be responsible for any deductible or self-insured retention.
C. The policies of insurance required to be purchased and maintained by CONTRACTOR
in accordance with this paragraph SC-5.06 shall comply with the requirements of
paragraph 5.06.0 of the General Conditions.
SC-5.06.E Delete paragraph GC-5.06.E in its entirety and insert the following in its place:
E. Additional Insureds:
1. The following individuals or entities shall be listed as "additional insureds" on the
CONTRACTOR's property insurance policies:
a. Indian River County, Florida
SC-5.07 Waiver of Rights
SC-5.07 Delete GC-5.07(paragraphs A, B, and C) in its entirety.
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SC-5.08 Receipt and Application of Insurance Proceeds
SC-5.08 Delete GC-5.08(paragraphs A and B) in its entirety.
SC-5.09 Acceptance of Bonds and Insurance; Option to Replace
SC-5.09 Delete GC-5.09(paragraph A)in its entirety.
SC-6.02 Labor; Working Hours
SC-6.02.B. Add the following paragraphs immediately after paragraph GC-6.02.B:
1. Regular working hours are defined as Monday through Friday, excluding Indian
River County Holidays, from 7 a.m. to 5 p.m.
2. Indian River County Holidays are: New Year's Day, Martin Luther King, Jr. Day,
Good Friday, Memorial Day, Independence Day, Labor Day, Veterans Day,
Thanksgiving Day, Friday after Thanksgiving, Christmas Eve and Christmas Day.
Working on these days will not be permitted without prior written permission and
approval from the Construction Coordination Manager.
3. The CONTRACTOR shall receive no additional compensation for overtime work,
i.e., work in excess of eight hours in any one calendar day or 40 hours in any one
calendar week, even though such overtime work may be required under
emergency conditions and may be ordered by the ENGINEER in writing.
4. All costs of inspection and testing performed during overtime work by the
CONTRACTOR, which is allowed solely for the convenience of the
CONTRACTOR, shall be borne by the CONTRACTOR, and a credit given to the
OWNER to deduct the costs of all such inspection and testing from any
payments otherwise due the CONTRACTOR.
5. All costs of OWNER's employees and costs of ENGINEER's Consultant resulting
from overtime work by the CONTRACTOR, which is allowed solely for the
convenience of the CONTRACTOR, shall be borne by the CONTRACTOR, and a
credit given to OWNER to deduct all such costs from any payments otherwise
due the CONTRACTOR.
6. No work shall commence before 7 a.m. or continue after 5 p.m. except in case of
emergency upon specific permission of the ENGINEER.
SC-6.06 Concerning Subcontractors, Suppliers, and Others
SC-6.06.C. Add the following sentence at the end of paragraph GC-6.06.C:
OWNER or ENGINEER may furnish to any such Subcontractor, Supplier, or other individual or
entity, to the extent practicable, information about amounts paid to CONTRACTOR on
account of Work performed for CONTRACTOR by a particular Subcontractor, Supplier, or
other individual or entity.
SC-6.08 Permits
SC-6.08 Add the following paragraphs immediately after paragraph GC-6.08.A:
1. The OWNER has obtained the following permits (copies of these permits are
contained in Appendix"A"):
A. City of Sebastian Building Permit Application-Permit No. Pending
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2. The CONTRACTOR shall obtain and pay for all other required permits and
licenses. The CONTRACTOR shall provide copies of the permits to the
OWNER and ENGINEER and shall comply with all conditions contained in
the permits at no extra cost to the OWNER.
3. The CONTRACTOR shall be familiar with all permit requirements during
construction and shall be responsible for complying with these
requirements. The cost of this effort shall be included in the pay item in
which the work is most closely associated with.
SC-11.01 Cost of the Work
SC-11.01.A.1. Delete paragraph GC-11.01.A.1 in its entirety, and insert the following sentences
in its place:
1. CONTRACTOR will receive payment for actual costs of direct labor and burden
(see SC-2.06.B) for the additional or unforeseen work. Labor includes foremen
actually engaged in the work; and will not include project supervisory personnel nor
necessary on-site clerical staff, except when the additional or unforeseen work is a
controlling work item and the performance of such controlling work item actually
extends completion of the project due to no fault of the Contractor. Compensation
for project supervisory personnel, but in no case higher than a Project Manager's
position, shall only be for the pro-rata time such supervisory personnel spent on
the contract. In no case shall an officer or director of the Company, nor those
persons who own more than 1% of the Company, be considered as project
supervisory personnel, direct labor or foremen hereunder. The expenses of
performing Work outside of regular working hours, on Saturday, Sunday, or legal
holidays, shall be included in the above to the extent authorized by OWNER.
SC-13.03 Test and Inspections
SC-13.03.B. Delete paragraph GC-13.03.B in its entirety, and insert the following sentences in
its place:
B. OWNER shall employ and pay for the services of an independent testing laboratory to
perform all initial inspections, tests, or approvals required by the Contract Documents
except those inspections, tests, or approvals listed immediately below. Subsequent
inspections, tests, or approvals required after initial failing inspections, tests, or
approvals shall be paid for by the CONTRACTOR by back charge to subsequent
applications for payment. The CONTRACTOR shall arrange, obtain, and pay for the
following inspections, tests, or approvals:
1. inspections, tests, or approvals covered by paragraphs 13.03.0 and 13.03.D
below;
2. costs incurred in connection with tests or inspections conducted pursuant to
paragraph 13.04.6 shall be paid as provided in said paragraph 13.04.B;
3. tests otherwise specifically provided in the Contract Documents.
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SC-13.05 OWNER May Stop the Work
SC-13.05.A. Delete paragraph GC-13.05.A in its entirety and insert the following paragraph in its
place:
A. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled
workers or suitable materials or equipment, or fails to comply with permit
requirements, or fails to comply with the technical specifications, or fails to
perform the Work in such a way that the completed Work will conform to the
Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any
portion thereof, until the cause for such order has been eliminated; however, this
right of OWNER to stop the Work shall not give rise to any duty on the part of
OWNER to exercise this right for the benefit of CONTRACTOR, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or
employee or agent of any of them.
SC-13.07 Correction Period
SC-13.07 A. Delete the first sentence of paragraph GC-13.07.A in its entirety and insert the
following sentence in its place
A. If within one year after the date of Final Completion or such longer period of time
as may be prescribed by Laws or Regulations or by the terms of any applicable
special guarantee required by the Contract Documents or by any specific provision
of the Contract Documents, any Work is found to be defective, or if the repair of
any damages to the land or areas made available for CONTRACTOR's use by
OWNER or permitted by Laws and Regulations as contemplated in paragraph
6.11.A is found to be defective, CONTRACTOR shall promptly, without cost to
OWNER and in accordance with OWNER's written instructions: (i) repair such
defective land or areas, or(ii) correct such defective Work or, if the defective Work
has been rejected by OWNER, remove it from the Project and replace it with Work
that is not defective, and (iii) satisfactorily correct or repair or remove and replace
any damage to other Work, to the work of others or other land or areas resulting
therefrom.
SC-13.07 B. Delete paragraph GC-13.07.8 in its entirety and insert the following sentence in its
place
B. In special circumstances where a particular item of equipment is placed in continu-
ous service before Final Completion of all the Work, the correction period for that
item may start to run from an earlier date if so provided in the Specifications or by
Written Amendment.
SC-14.02 Progress Payments
SC-14.02.6.5. Delete paragraph GC-14.02.8.5.d in its entirety and insert the following paragraph
in its place:
d. ENGINEER has actual knowledge of the occurrence of any of the events
enumerated in paragraph 15.02.A; or
SC-14.02.6.5. Add the following sentences at the end of paragraph GC-14.02.8.5:
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e. OWNER has been required to pay ENGINEER additional compensation because
of CONTRACTOR delays or rejection of defective Work; or
f. OWNER has been required to pay an independent testing laboratory for
subsequent inspections, tests, or approvals taken after initial failing inspections,
tests, or approvals.
SC-14.02.C.1. Delete paragraph GC-14.02.C.1 in its entirety and insert the following
paragraph in its place:
C. Payment Becomes Due
1. Payment shall be made by OWNER to CONTRACTOR according to the Local
Government Prompt Payment Act. F.S. 218.70 et. seq.
SC-14.04 Substantial Completion
SC-14.04A. After the third sentence in paragraph GC-14.04A of the General Conditions,
delete the remainder of paragraph 14.04A in its entirety and replace with the following:
"If Engineer considers the Work substantially complete, Engineer will prepare
and deliver to Owner a tentative certificate of Substantial Completion that shall fix
the date of Substantial Completion. In accordance with the provisions of Florida
Statutes section 208.735(7)(a)(2005), upon receipt of the tentative certificate of
Substantial Completion from Engineer, the Owner, the Engineer, and the
Contractor shall conduct a walk-through inspection of the Project to document a
list of any items required to render the Work on the Project complete,
satisfactory, and acceptable under this Agreement (herein the "Statutory List").
The Statutory List shall be reduced to writing and circulated among the Owner,
the Engineer, and the Contractor by the Owner or the Engineer within 30
calendar days after substantial completion. The Owner and Contractor
acknowledge and agree that: 1) the failure to include any corrective work, or
pending items that are not yet completed, on the Statutory List does not alter the
responsibility of the Contractor to complete all of the Work under this Agreement;
2) upon completion of all items on the Statutory List, the Contractor may submit a
pay request for all remaining retainage except as otherwise set forth in this
Agreement; and 3) any and all items that require correction under this Agreement
and that are identified after the preparation of the Statutory List remain the
obligation of the Contractor to complete to the Owner's satisfaction under this
Agreement. After receipt of the Statutory List by the Contractor, the Contractor
acknowledges and agrees that it will diligently proceed to complete all items on
the Statutory List and schedule a final walk-through in anticipation of final
completion on the Project."
SC-14.04B Add the following new paragraph immediately after paragraph GC 14.048:
C. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will
deliver to Owner and Contractor a written recommendation as to division of responsibilities
pending final payment between Owner and Contractor with respect to security, operation,
safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and
guarantees
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SC-14.07 Final Payment
SC-14.07.C.1. Delete paragraph GC-14.07.C.1 in its entirety and insert the following
paragraph in its place:
C. Payment Becomes Due
1. Payment shall be made by OWNER to CONTRACTOR according to the " Local
Government Prompt Payment Act" , Florida Statutes section 218.70, et. seq.
SC-15.01 OWNER May Suspend Work
SC-15.01.A Delete the last sentence in paragraph GC-15.01.A and insert the following in its
place:
CONTRACTOR shall be allowed an extension of the Contract Times, directly attributable to any
such suspension if CONTRACTOR makes a Claim for an extension as provided in paragraph
10.05. CONTRACTOR shall not be allowed an adjustment of the Contract Price and
CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other eco-
nomic loss arising out of or resulting from such Work suspension.
SC-15.02 OWNER May Terminate For Cause
SC-15.02.A.5 and SC-15.02.A.6 Add the following new paragraphs immediately after
paragraph GC-15.02.A.4:
5. CONTRACTOR's violation of Section 02225 —"Erosion Control and Treatment of
Dewatering Water From the Construction Site."
6. CONTRACTOR's failure to make payment to Subcontractors or Suppliers for
materials or labor in accordance with the respective agreements between the
CONTRACTOR and the Subcontractors or Suppliers.
SC-15.04 CONTRACTOR May Stop Work or Terminate
SC-15.04 Delete the following text from the first sentence of paragraph GC-15.04.A:
- - - .. -- e-
SC-15.04 Delete the following text from the second sentence of paragraph GC-15.04.A:
-- - -' -- - -- !..• _ e - _ . . _ _- - .. .-- - --
du
SC-16 DISPUTE RESOLUTION
SC-16.02 Mediation
SC-16 Add the following new paragraph immediately after paragraph GC-16.01.
SC-16.02 Mediation
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A. OWNER and CONTRACTOR agree that they shall submit any and all unsettled
Claims or counterclaims, disputes, or other matters in question between them
arising out of or relating to the Contract Documents or the breach thereof, to
mediation by a certified mediator of the 19th Judicial Circuit in Indian River County
unless delay in initiating mediation would irrevocably prejudice one of the parties.
The mediator of any dispute submitted to mediation under this agreement shall not
serve as arbitrator of such dispute unless otherwise agreed.
SC-17 Miscellaneous
SC-17.06 Liens
Add the following new paragraphs immediately after paragraph GC17.05:
SC-17.06 Liens
A. This project is a "Public Works" under Chapter 255, Florida Statutes. No
merchant's liens may be filed against the OWNER. Any claimant may apply to
the OWNER for a copy of this Contract. The claimant shall have a right of action
against the CONTRACTOR for the amount due him. Such action shall not
involve the OWNER in any expense. Claims against the CONTRACTOR are
subject to timely prior notice to the CONTRACTOR as specified in Florida
Statutes Section 255.05. The CONTRACTOR shall insert the following
paragraph in all subcontracts hereunder:
"Notice: Claims for labor, materials and supplies are not assessable against
Indian River County and are subject to proper prior notice to (CONTRACTOR'S
Name) and to (CONTRACTOR Surety Company Name), pursuant to Chapter
255 of the Florida Statutes. This paragraph shall be inserted in every sub-
subcontract hereunder." The payment due under the Contract shall be paid by
the OWNER to the CONTRACTOR only after the CONTRACTOR has furnished
the OWNER with an affidavit stating that all persons, firms or corporations who
are defined in Section 713.01, Florida Statutes, who have furnished labor or
materials, employed directly or indirectly in the Work, have been paid in full. The
OWNER may rely on said affidavit at face value. The CONTRACTOR does
hereby release, remiss and quit-claim any and all rights he may enjoy perfecting
any lien or any other type of statutory common law or equitable lien against the
job.
++END OF SUPPLEMENTARY CONDITIONS++
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SECTION 00942 -Change Order Form
No.
DATE OF ISSUANCE: EFFECTIVE DATE:
OWNER: Indian River County
CONTRACTOR
Project: SEBASTIAN CORNERS ROOF REPLACEMENT
OWNER's Project No. IRC-1765 OWNER'S Bid No. 2018062
You are directed to make the following changes in the Contract Documents:
Description:
Reason for Change Order:
Attachments: (List documents supporting change)
CHANGE IN CONTRACT PRICE: I CHANGE IN CONTRACT TIMES
Description Amount Description Time
Original Contract Price $ Original Contract Time: (days or dates)
Substantial Completion:
Final Completion:
Net Increase(Decrease)from $ Net change from previous Change
previous Change Orders No. Orders No. to (days)
to : Substantial Completion:
Final Completion:
Contract Price prior to this $ Contract Time prior to this Change
Change Order: Order: (days or dates)
Substantial Completion:
Final Completion:
Net increase(decrease)of this $ Net increase(decrease)this
Change Order: Change Order: (days or dates)
Substantial Completion:
Final Completion:
Contract Price with all approved $ Contract Time with all approved
Change Orders: Change Orders: (days or dates)
Substantial Completion:
Final Completion:
ACCEPTED: RECOMMENDED: APPROVED:
By: By: By:
CONTRACTOR (Signature) ENGINEER (Signature) , OWNER(Signature)
Date: Date: Date:
00942-Change Order Form REV 04-07
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SECTION 00946 - Field Order Form
Field Change No.:
DATE OF ISSUANCE: EFFECTIVE DATE:
OWNER: Indian River County
CONTRACTOR
Project: SEBASTIAN CORNERS ROOF REPLACEMENT
OWNER's Project No. IRC-1765 OWNER'S Bid No. 2018062
Field Activity Description:
Reason for Change:
Recommended Disposition:
Field Operations Officer/ Engineer(Signature) Date
Disposition:
Contractor's Onsite Supervisor(Signature) Date
Distribution: Field Operations Officer Others as Required:
On-site Supervisor
Project File
** END OF SECTION **
Field Order Form REV 04-07
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SECTION 00948 -Work Change Directive
No.
DATE OF ISSUANCE: ` EFFECTIVE DATE:
OWNER: Indian River County
CONTRACTOR:
Project: SEBASTIAN CORNERS ROOF REPLACEMENT
OWNER's Project No. IRC-1765
You are directed to proceed promptly with the following changes:
Description:
Purpose of Work Change Directive:
Attachments: (List documents supporting change)
If OWNER or CONTRACTOR believe that the above change has affected Contract Price any
Claim for a Change Order based thereon will involve one or more of the following methods as
defined in the Contract Documents.
Method of determining change in Method of determining change in
Contract Prices Contract Times
El Unit Prices El Contractor's Records
II Lump Sum II Engineer's Records
El Other: El Other:
Q By Change Order: [l By Change Order:
Estimated increase (decrease) of this Work Estimated increase(decrease) in Contract Times:
Change Directive
$ Substantial Completion: days;
Ready for Final Completion: days.
If the change involves an increase, the estimated If the change involves an increase, the estimated
amount is not to be exceeded without further time is not to be exceeded without further
authorization. authorization.
ACCEPTED: RECOMMENDED: APPROVED:
By: By: , By:
CONTRACTOR(Signature) ENGINEER(Signature) OWNER(Signature)
Date: Date: Date:
** END OF SECTION **
Work Change Directive Form
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DIVISION 1 GENERAL REQUIREMENTS
TITLE SECTION NO.
SPECIAL PROVISIONS 01009
FORCE ACCOUNT 01024
GENERAL QUALITY CONTROL 01215
PROGRESS MEETINGS 01220
CONSTRUCTION SCHEDULES 01310
SUBMITTAL OF SHOP DRAWINGS, PRODUCT
DATA AND SAMPLES 01340
CONSTRUCTION FACILITIES AND TEMPORARY
CONTROLS 01520
PROTECTION OF THE WORK AND PROPERTY 01541
ACCESS ROADS, PARKINGS AREAS AND USE OF
PUBLIC STREETS 01550
TRANSPORTATION AND HANDLING OF MATERIALS 01610
AND EQUIPMENT
STORAGE OF MATERIAL AND EQUIPMENT 01611
SUBSTITUTIONS 01630
SITE CLEANUP AND RESTORATION 01710
CLOSEOUT PROCEDURES 01770
POST FINAL INSPECTION 01820
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SECTION 01009
SPECIAL PROVISIONS
1.1 GENERAL
A. Visits to the construction site may be made by representatives of permitting or
governing bodies. Submit details of all instructions from the above to the
ENGINEER immediately. The Work will not be accepted by the OWNER until final
acceptance has been received from the various Regulatory Agencies having
jurisdiction.
B. Furnish sufficient labor, construction equipment and materials, and work such
hours, including night shifts and overtime operations, as may be necessary to insure
the prosecution of the work in accordance with the approved progress schedule. If,
in the opinion of the ENGINEER, the CONTRACTOR falls behind the progress
schedule, take such steps as may be necessary to improve progress, all without
additional cost to the OWNER. The ENGINEER shall be compensated for his
overtime services in accordance with the Supplementary Conditions, SC-6.02.
C. All salvageable material and equipment for which specific use, relocation or other
disposal is not specifically noted, shall remain the property of the OWNER and shall
be delivered to the OWNER at the following location: 4550 41st Street, at the
CONTRACTOR's expense. All material and equipment not in salvageable
condition, as determined by the ENGINEER and the OWNER, shall be disposed of
by the CONTRACTOR, at the CONTRACTOR's expense.
D. In addition to these Specifications all work must comply with the requirements of the
local governing agency, St. Johns River Water Management District, Department of
Environmental Protection, Army Corps of Engineers, Indian River Farms Water
Control District, and all other applicable State or Federal agencies' specifications
and permits. In the event of a conflict, the more stringent specification or
requirement shall govern.
E. Before performing any work outside the designated limits of the work site, secure
any necessary permits and authorization from the applicable owner, or verify in
writing that such has been previously obtained. Follow all requirements of any said
permits or authorization. Give the ENGINEER and appropriate owner ten (10)days
minimum notice before commencing construction operations outside the designated
limits of the work site.
01009-1 01009-Special Provisions
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SECTION 01024
FORCE ACCOUNT
1.1 General
CONTRACTOR shall furnish all labor, materials, equipment and incidentals
necessary to perform additional work not covered on the Contract Drawings.
The force Account is intended as a contingency for unforeseen work.
1_1 PAYMENT
A. Lump sum amount for force account work is included in the bid schedule.
The value of force account work will be determined in accordance with Article
12 of the General Conditions.
+ + END OF SECTION + +
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SECTION 01215
GENERAL QUALITY CONTROL
1.1 DESCRIPTION OF REQUIREMENTS
A. Definitions: Specific quality control requirements for the work are indicated
throughout the Contract Documents. The requirements of this section are
primarily related to the performance of the work beyond the furnishing of
manufactured products. The term "Quality Control" includes, but is not
necessarily limited to, inspection and testing and associated requirements. This
section does not specify or modify the OWNER and ENGINEER duties relating to
quality review and Contract surveillance.
1.2 RESPONSIBILITY FOR INSPECTIONS AND TESTS
A. Residual OWNER Responsibility: The OWNER will employ and pay for the
services of independent testing laboratories to perform those required inspections
and tests.
B. CONTRACTORS General Responsibility: No failure of test agencies, whether
engaged by the OWNER or CONTRACTOR, to perform adequate inspections of
tests or to properly analyze or report results, shall relieve the CONTRACTOR of
responsibility for the fulfillment of the requirements of the Contract Documents. It
is recognized that the required inspection and testing program is intended to
assist the CONTRACTOR, OWNER, ENGINEER, and governing authorities in the
nominal determination of probable compliance with requirements for certain
crucial elements of work. The program is not intended to limit the CONTRACTOR
in his regular quality control program, as needed for general assurance of
compliance.
1.3 QUALITY ASSURANCE
A. General Workmanship Standards: It is a requirement that each category of tradesman
or installer performing the work be pre-qualified, to the extent of being familiar with the
applicable and recognized quality standards for his category of work, and being
capable of workmanship complying with those standards.
1.4 PRODUCT DELIVERY-STORAGE-HANDLING
Handle, store and protect materials and products, including fabricated components, by
methods and means which will prevent damage, deterioration and losses (and resulting
delays), thereby ensuring highest quality results as the performance of the work
progresses. Control delivery schedules so as to minimize unnecessary long-term storage
at the project site prior to installation.
01215-1 01215 General Quality Control
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SECTION 01215
GENERAL QUALITY CONTROL
1.5 PROJECT PHOTOGRAPHSNIDEOS
A. The CONTRACTOR shall make provisions, at his expense,for photographs and video
tapes of all work areas just prior to construction, and for unusual conditions during
construction. The photographs and videos shall show pertinent physical features along
• the line of construction. The purpose of the videos is to determine any damage to
Private or public property
duringconstruction. The video must be performed by a
professional videographer.
B. Pre-Construction Photographs and Video:
1. Contractor shall provide the Owner with photographs and video record and one
copy of the existing conditions prior to construction. These photographs and
videos shall be a standard DVD format and shall be narrated.
2. The photographs and video shall include, but not be limited to, the following items
shown in a clear manner:
1) All existing features within the right-of-way.
2) All existing features within the temporary construction easement.
3) All existing features within permanent easements.
4) All existing features adjacent to any construction.
3. Detail of the photographs and video shall be such that the following examples
shall be clear and visible:
1) Cracks in walls.
2) Condition of fencing.
3) Condition of planted areas and types of vegetation.
4) Condition of sodded areas.
5) Conditions of sprinkler systems and associated controls and wiring.
6) Condition of signs.
7) Conditions of lighting and associated wiring.
8) Significant detail of any pre-existing damages physical features shall be
shown. The coverage of the photographs and video should include the
limits of effects of the use of vibratory rollers.
9) These photographs and video record shall be presented and approved
by the Owner prior to the Notice to Proceed. A copy shall be kept in the
Contractor's field office.
10)Payment— No additional payment will be made for this work..
+ + END OF SECTION + +
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SECTION 01220
PROGRESS MEETINGS
1.1 SCOPE
A. Date and Time:
1. Regular Meetings: As mutually agreed upon by ENGINEER and
CONTRACTOR.
2. Other Meetings: On call.
B. Place: CONTRACTOR'S office at Project site or other mutually agreed upon
location.
C. ENGINEER shall prepare agenda, preside at meetings, and prepare and
distribute a transcript of proceedings to all parties.
D. CONTRACTOR shall provide data required and be prepared to discuss all items
on agenda.
1.2 MINIMUM ATTENDANCE
A. CONTRACTOR
B. SUBCONTRACTOR:
When needed for the discussion of a particular agenda item, CONTRACTOR
shall require representatives of Subcontractors or suppliers to attend a meeting.
C. CONSTRUCTION COORDINATION MANAGER
D. OWNER'S representative, if required.
E. Utility Representatives
F. Others as appropriate.
G. Representatives present for each party shall be authorized to act on their behalf.
1.3 AGENDA
Agenda will include, but will not necessarily be limited to, the following:
1. Transcript of previous meeting.
2. Progress since last meeting.
3. Planned progress for next period.
4. Problems, conflicts and observations.
5. Change Orders.
6. Status of Shop Drawings.
7. Quality standards and control.
8. Schedules, including off-site fabrication and delivery schedules. Corrective
measures, if required.
9. Coordination between parties.
10. Safety concerns.
11. Other business.
+ + END OF SECTION + +
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SECTION 01310
CONSTRUCTION SCHEDULES
1.1 GENERAL REQUIREMENTS
A. No partial payments shall be approved by the ENGINEER until there is an
approved construction progress schedule on hand.
B. Designate an authorized representative who shall be responsible for
development and maintenance of the schedule and of all progress and
payment reports. This representative shall have direct project control and
complete authority to act on behalf of the CONTRACTOR in fulfilling the
commitments of the CONTRACTOR's schedules.
•
1.2 REVISIONS TO THE CONSTRUCTION SCHEDULES
When the ENGINEER requires the CONTRACTOR to submit revised (updated)
progress schedules on a monthly basis the CONTRACTOR shall:
A. Indicate the progress of each activity to the date of submission.
B. Show changes occurring since the previous submission listing:
1. Major changes in scope.
2. Activities modified since the previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
C. Provide a narrative report as needed to define:
1. Problem areas, anticipated delays, and the impact on the schedule.
2. Corrective action recommended and its effect.
3. The effect of changes on schedules of other prime contractors.
1.3 SUBMISSION OF THE CONSTRUCTION SCHEDULES
On or before the tenth day after the effective date of the Agreement, submit the
initial schedules to the ENGINEER. The ENGINEER will review the schedules and
return a review copy to the CONTRACTOR within 21 days after receipt. If required
by the ENGINEER, resubmit revised schedules on or before the seventh day after
receipt of the review copy. If required by the ENGINEER, submit revised monthly
progress schedules with that month's application for payment.
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SECTION 01310
CONSTRUCTION SCHEDULES
1.4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES
A. After receiving approval by the ENGINEER,distribute copies of the approved
initial schedule and all reviewed revisions (updated) to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
4. OWNER (two copies).
5. ENGINEER
B. In the cover letter, instruct recipients to report promptly to the
CONTRACTOR, in writing, any problems anticipated by the projections
shown in the schedules.
+ + END OF SECTION + +
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SECTION 01340
SUBMITTAL OF SHOP DRAWINGS
1.1 SCOPE
A. Submit shop drawings, product data and samples as required by or
inferred by the Drawings and Specifications. Submittals shall conform to
the requirements of Article 6.17 of the General Conditions, Section 00700,
and as described in this Section.
1.2 SHOP DRAWINGS
A. Shop drawings are original drawings, prepared by the CONTRACTOR, a
subcontractor, supplier, or distributor, which illustrate some portion of the
work; showing fabrication, layout, setting, or erection details. Shop
drawings are further defined in Article 6.17, Section 00700.
B. Shop drawings shall be prepared by a qualified detailer and shall be
identified by reference to sheet and detail numbers on the Contract
Drawings.
1.3 PRODUCT DATA
A. Product data are manufacturer's standard schematic drawings and
manufacturer's catalog sheets, brochures, diagrams, schedules,
performance charts, illustrations, and other standard descriptive data.
Product data are further defined in Article 6.17, Section 00700.
B. Modify standard drawings to delete information which is not applicable to
the project and supplement them to provide additional information
applicable to the project.
C. Clearly mark catalog sheets, brochures, etc., to identify pertinent
materials, products, or models.
1.4 SAMPLES
Samples are physical examples to illustrate materials, equipment, or
workmanship and to establish standards by which work is to be evaluated.
Samples are further defined in Article 6.17, Section 00700.
01340-Submittal of Shop Drawings
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SECTION 01340
SUBMITTAL OF SHOP DRAWINGS
1.5 CONTRACTOR'S RESPONSIBILITIES FOR SUBMITTAL OF SHOP
DRAWINGS, PRODUCT DATA AND SAMPLES
A. The CONTRACTOR's responsibilities for submittal of shop drawings,
product data, and samples are set forth in paragraph 6.17 of the General
Conditions and as further explained herein.
B. Prior to submission, thoroughly check shop drawings, product data, and
samples for completeness and for compliance with the Contract
Documents, verify all dimensions and field conditions, and coordinate the
shop drawings with the requirements for other related work. Also review
each shop drawing before submitting it to the ENGINEER to determine
that it is acceptable in terms of the means, methods, techniques,
sequences and operations of construction, safety precautions and
programs incidental thereto, all of which are the CONTRACTOR's
responsibility.
1. It is CONTRACTOR'S responsibility to review submittals made by
his suppliers and Subcontractors before transmitting them to
ENGINEER to assure proper coordination of the Work and to
determine that each submittal is in accordance with its desires and
that there is sufficient information about materials and equipment
for ENGINEER to determine compliance with the Contract
Documents.
2. Incomplete or inadequate submittals will be returned for revision
without review.
C. The CONTRACTOR's responsibility for errors and omissions in submittals
is not relieved by the ENGINEER's review of submittals. The
CONTRACTOR shall approve the shop drawings based on his in-the-field
measurements, prior to submittal to the ENGINEER for his review.
D. Notify the ENGINEER, in writing at the time of submission, of deviations in
submittals from the requirements of the Contract Documents. The
CONTRACTOR's responsibility for deviations in submittals from the
requirements of the Contract Documents is not relieved by the
ENGINEER's review of submittals, unless the ENGINEER gives written
acceptance of specific deviations.
E. Begin no work, which requires submittals until return of submittals with the
ENGINEER's stamp and initials or signature indicating the submittal has
been reviewed.
01340-Submittal of Shop Drawings
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SECTION 01340
SUBMITTAL OF SHOP DRAWINGS
1.6 SUBMITTAL REQUIREMENTS AND ENGINEER'S REVIEW FOR SHOP
DRAWINGS, PRODUCT DATA AND SAMPLES
A. Submit to:
Indian River County
Engineering Division
1801 27th Street
Vero Beach, FL 32960
B. A letter of transmittal shall accompany each submittal. If data for more
than one Section of the Specifications is submitted, a separate transmittal
letter shall accompany the data submitted for each Section.
C. At the beginning of each letter of transmittal, provide a reference heading
indicating the following:
1. OWNER'S Name
2. Project Name
3. Project Number
4. Transmittal Number
5. Section Number
D. All submittals shall have a title block with complete identifying information
satisfactory to the ENGINEER. The following is a sample Submittal Form
that the CONTRACTOR may use:
[The remainder of this page has been left blank intentionally]
01340-Submittal of Shop Drawings
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SECTION 01340
SUBMITTAL OF SHOP DRAWINGS
CONTRACTOR SUBMITTALS
SUBMITTAL NO.
Contractor:
Date Sent to County
No. Copies Sent to County
❑ Original Submittal ❑ Re-Submittal
Project Name: SEBASTIAN CORNERS ROOF REPLACEMENT
Project No.: IRC-1765
[' Shop Drawing ❑ Cut Sheet ❑ Other
Description:
Sub-Contractor:
Remarks:
* * * * ** * *** * ** * ** * * * * * * * * * * ** * ** * * * ** * * ** * ** *** * * * * * * * *** * * *
Reviewing Agency: (As checked below)
Date Received Date Returned No. Copies Ret'd
❑ I R C Engineering Div.
❑ IRC Utilities Services
Remarks:
* * * * ** * * * ** ** * * * * * * * * * * ** * * * * * * * * * ** * * ** * * * * * * * * * ** * * ** * * * *
IRC Engineering Division Date Rec'd from Contractor
Date Ret'd to Contractor
1801 27th Street No. Copies Ret'd
Vero Beach, Fl. 32960
Remarks:
Distribution of Copies:
IRC Engineering Division
Office File
Field Office File
01340-Submittal of Shop Drawings
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SECTION 01340
SUBMITTAL OF SHOP DRAWINGS
E. All submittals shall bear the stamp of approval and signature of
CONTRACTOR as evidence that they have been reviewed by
CONTRACTOR. Submittals without this stamp of approval will not be
reviewed by the ENGINEER and will be returned to CONTRACTOR.
F. Assign a number to each submittal starting with No. 1 and thence
numbered consecutively. Identify resubmittals by the original submittal
number followed by the suffix "A" for the first resubmittal, the suffix "B" for
the second resubmittal, etc.
G. Initially submit to ENGINEER a minimum of two (2) copies of all submittals
that are on 11-inch by 17-inch or smaller sheets (no less than 8 1/2-inch x
11-inch).
H. After ENGINEER completes his review, Shop Drawings will be marked
with one of the following notations:
1. Approved
2. Approved as Noted
3. NOT Approved - Resubmit
I. If a submittal is acceptable, it will be marked "Approved" or "Approved as
Noted". One (1) electronic copy of the submittal will be returned to
CONTRACTOR.
J. Upon return of a submittal marked "Approved" or "Approved as Noted",
CONTRACTOR may order, ship or fabricate the materials included on the
submittal, provided it is in accordance with the corrections indicated.
K. If a submittal is unacceptable, one (1) copy will be returned to
CONTRACTOR with following notation, "NOT Approved - Resubmit".
L. Upon return of a submittal marked "NOT Approved - Resubmit", make the
corrections indicated and repeat the initial approval procedure. Upon
return of a submittal so marked, repeat the initial approval procedure
utilizing acceptable material or equipment.
M. Work shall not be performed nor equipment installed with an ENGINEER
"Approved" or"Approved as Noted" Shop Drawing.
N. Submit Shop Drawings well in advance of the need for the material or
equipment for construction and with ample allowance for the time required
to make delivery of material or equipment after data covering such is
approved. CONTRACTOR shall assume the risk for all materials or
01340-Submittal of Shop Drawings
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SECTION 01340
SUBMITTAL OF SHOP DRAWINGS
equipment which is fabricated or delivered prior to the approval of Shop
Drawings. Materials or equipment requiring Shop Drawings which have
not yet received approval by the ENGINEER shall not be installed on the
project. Materials or equipment will not be included in periodic progress
payments until approval thereof has been obtained in the specified
manner.
P. ENGINEER will review and process all submittals promptly, but a
reasonable time should be allowed for this, for the Shop Drawings being
revised and resubmitted, and for time required to return the approved
Shop Drawings to CONTRACTOR.
Q. Furnish required submittals with complete information and accuracy in
order to achieve required approval of an item within three submittals. All
costs to ENGINEER involved with subsequent submittals of Shop
Drawings, Samples or other items requiring approval, will be back-charged
to CONTRACTOR in accordance with the General Conditions and the
Supplementary Conditions. If the CONTRACTOR requests a substitution
for a previously approved item, all of ENGINEER'S costs in the reviewing
and approval of the substitution will be back-charged to CONTRACTOR
unless the need for such substitution is beyond the control of
CONTRACTOR.
+ + END OF SECTION + +
01340-Submittal of Shop Drawings
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SECTION 01520
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
1.1 SCOPE
A. Provide all construction equipment and facilities and temporary controls
required to satisfactorily complete the work represented on the Drawings and
described in the Specifications.
1.2 RESPONSIBILITY
A. All construction facilities and temporary controls remain the property of the
Contractor establishing them and shall be maintained in a safe and useful
condition until removed from the construction site.
B. All false work, scaffolding, ladders, hoistways, braces, pumps, roadways,
sheeting, forms, barricades, drains, flumes, and the like, any of which may
be needed in construction of any part of the work and which are not herein
described or specified in detail, must be furnished, maintained and removed
by the CONTRACTOR, who is responsible for the safety and efficiency of
such work and for any damage that may result from their failure or from their
improper construction, maintenance or operation.
C. In accepting the Contract,the CONTRACTOR assumes full responsibility for
the sufficiency and safety of all hoists, cranes, temporary structures or work
and for any damage which may result from their failure or their improper
construction, maintenance or operation and will indemnify and save harmless
the OWNER and ENGINEER from all claims, suits or actions and damages
or costs of every description arising by reason of failure to comply with the
above provision.
1.3 TEMPORARY UTILITIES AND SERVICES
A. TEMPORARY WATER
1. Provide a temporary water service as required for all construction
purposes and pay for all water used.
2. Furnish potable drinking water in suitable dispensers and with cups
for use of all employees at the job.
3. Provide all temporary piping, hoses, etc., required to transport water
to the point of usage by all trades.
4. When temporary water service is no longer required, remove all
temporary water lines.
01520-1
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SECTION 01520
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
B. TEMPORARY SANITARY FACILITIES
1. Provide temporary toilet facilities separate from the job office.
Maintain these during the entire period of construction under this
Contract for the use of all construction personnel on the job. Provide
enough chemical toilets to conveniently serve the needs of all
personnel. Properly seclude toilet facilities from public observation.
2. Chemical toilets and their maintenance shall meet the requirements of
State and local health regulations and ordinances. Immediately
correct any facilities or maintenance methods failing to meet these
requirements. Upon completion of work, remove the facilities from the
premises.
1.4 SECURITY
Full time watchmen will not be specifically required as a part of the Contract, but the
CONTRACTOR shall provide inspection of work area daily and shall take whatever
measures are necessary to protect the safety of the public,workmen, and materials,
and provide for the security of the site, both day and night.
1.5 TEMPORARY CONTROLS
Take all necessary precautions to control dust and mud associated with the work of
this Contract. In dry weather, spray dusty areas daily with water in order to control
dust. Take necessary steps to prevent the tracking of mud onto adjacent streets
and highways.
1.6 REMOVAL OF TEMPORARY CONSTRUCTION FACILITIES
Remove the various temporary facilities, services, and controls and legally dispose
of them as soon as the work is for complete. The areas of the site used temporary
p eto po ary
facilities shall be properly reconditioned and restored to a condition acceptable to
the OWNER.
+ + END OF SECTION + +
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.1 GENERAL
A. CONTRACTOR shall be responsible for taking all precautions, providing all
programs, and taking all actions necessary to protect the Work and all public and
private property and facilities from damage as specified in the General Conditions
and herein.
B. In order to prevent damage, injury or loss, CONTRACTOR'S actions shall include,
but not be limited to, the following:
1. Store apparatus, materials, supplies, and equipment in an orderly, safe
manner that will not unduly interfere with the progress of the Work or the Work
of any other Contractor or utility service company.
2. Provide suitable storage facilities for all materials,which are subject to injury by
exposure to weather, theft, breakage, or otherwise.
3. Place upon the Work or any part thereof, only such loads as are consistent
with the safety of that portion of the Work.
4. Clean up frequently all refuse, rubbish, scrap materials, and debris caused by
construction operations, so that at all times, the site of the Work presents a -
safe, orderly, and workmanlike appearance.
5. Provide barricades and guard rails around openings, for scaffolding, for
temporary stairs and ramps, around excavations, elevated walkways and other
hazardous areas.
C. Except after written consent from proper parties, do not enter or occupy
privately-owned land with men, tools, materials or equipment, except on easements
provided herein.
D. Assume full responsibility for the preservation of all public and private property or
facility on or adjacent to the site. If any direct or indirect damage is done by or on
account of any act, omission, neglect or misconduct in the execution of the Work by
the CONTRACTOR, it shall be restored by the CONTRACTOR, at its expense,to a
condition equal to or better than that existing before the damage was done.
1.2 BARRICADES AND WARNING SIGNALS
CONTRACTOR's responsibility for the maintenance of barricades, signs, lights, and for
providing watchmen shall continue until OWNER accepts the Project.
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.3 TREE AND PLANT PROTECTION
A. Protect existing trees, shrubs and plants on or adjacent to the site that are shown or
designated to remain in place against unnecessary cutting, breaking or skinning of
trunk, branches, bark or roots.
B. Do not store or park materials or equipment within the drip line of trees that are to
remain.
C. Install temporary fences or barricades to protect trees and plants in areas subject to
traffic.
D. Fires shall not be permitted under or adjacent to trees and plants.
E. Within the limits of the Work, water trees and plants that are to remain, in order to
maintain their health during construction operations.
F. Cover all exposed roots with burlap and keep it continuously wet. Cover all
exposed roots with earth as soon as possible. Protect root systems from
mechanical damage and damage by erosion, flooding, run-off or noxious materials
in solution.
G. If branches or trunks are damaged, prune branches immediately and protect the cut
or damaged areas with emulsified asphalt compounded specifically for horticultural
use.
H. Remove all damaged trees and plants that die or suffer permanent injury and
replace them with a specimen of equal or better quality.
I. Coordinate Work in this Section with requirements of other sections herein.
1.4 PROTECTION OF IRRIGATION
The CONTRACTOR shall be responsible for maintaining in good condition all
irrigation systems within the easements, which could be damaged by construction
activities. The CONTRACTOR shall repair any irrigation systems damaged by
construction activities within two (2) days. Irrigation systems partially within the
right-of-way of 58th Avenue and all intersecting side streets within project limits may
be cut off and capped or connected to same system to maintain functionality. The
CONTRACTOR shall be responsible for maintaining the functionality of the
remaining portion of the system if it should fall outside of the right-of-way.
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.5 PROTECTION OF EXISTING STRUCTURES
A. Underground Structures:
1. Underground structures are defined to include, but not be limited to, all sewer,
water, gas, and other piping, and manholes, chambers, electrical conduits,
tunnels and other existingsubsurface work located within or adjacent to the
1
limits of the Work.
2. All underground structures known to ENGINEER except service connections
for water, sewer, electric, and telephone are shown. This information is shown
for the assistance of CONTRACTOR in accordance with the best information
available, but,is not guaranteed to be correct or complete. The existing utilities
shown on the Contract Drawings are located according to the information
available to the ENGINEER at the time the Drawings were prepared and have
not been independently verified by the OWNER or the ENGINEER. Guarantee
is not made that all existing underground utilities are shown or that the
locations of those shown are accurate. The locations shown are for bidding
purposes only. Finding the actual location of any existing utilities is the
CONTRACTOR's responsibility and shall be done before it commences any
work in the vicinity. Furthermore,the CONTRACTOR shall be fully responsible
for any and all damages, which might be occasioned by the CONTRACTOR's
failure to exactly locate and preserve any and all underground utilities. The
OWNER or ENGINEER will assume no liability for any damages sustained or
costs incurred because of the CONTRACTOR's operations in the vicinity of
existing utilities or structures, nor for temporary bracing and shoring of same.
If it is necessary to shore, brace, or swing a utility, contact the utility company
or department affected and obtain their permission regarding the method to
use for such work.
3. Contact the various utility companies which may have buried or aerial utilities
within or near the construction area before commencing work. Provide 48
hours minimum notice to all utility companies prior to beginning construction.
4. Schedule and execute all work involving existing utilities in order to minimize
necessary interruption of services. Whenever such interruption is necessary
for completion of the work, notify the ENGINEER and the appropriate utility at
least 48 hours in advance. Perform all work to repair/restore utility service to
the satisfaction of the appropriate utility. Include all costs related to service
maintenance, interruption, and restoration in the appropriate line item in the
Contract.
5. Where it is necessary to temporarily interrupt house or business services, the
CONTRACTOR shall notify the owner or occupant, both before the interruption
(24-hour minimum), and again immediately before service is resumed. Before
disconnecting and pipes or cables, the CONTRACTOR
shall obtain permission from their owner, or shall make suitable arrangement
for their disconnection by their owner.
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
6. Explore ahead of trenching and excavation work and uncover all obstructing
underground structures sufficiently to determine their location, to prevent
damage to them and to prevent interruption of the services which such
structures provide. If CONTRACTOR damages an underground structure,
restore it to original condition at CONTRACTOR's expense.
7. Necessary changes in the location of the Work may be made by ENGINEER,
to avoid unanticipated underground structures.
8. If permanent relocation of an underground structure or other subsurface facility
is required and is not otherwise provided for in the Contract Documents,
ENGINEER will direct CONTRACTOR in writing to perform the Work, which
shall be paid for under the provisions of Article 11 of the General Conditions.
B. Surface Structures:
1. Surface structures are defined as structures or facilities above the ground
surface. Included with such structures are their foundations and any extension
below the surface. Surface structures include, but are not limited to, buildings,
tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles,
wires, posts, signs, markers, curbs,walks and all other facilities that are visible
above the ground surface.
C. Protection of Underground and Surface Structures:
1. Sustain in their places and protect from direct or indirect injury,all underground
and surface structures located within or adjacent to the limits of the Work.
Such sustaining and supporting shall be done carefully, and as required by the
party owning or controlling such structure. Before proceeding with the work of
sustaining and supporting such structure, satisfy the ENGINEER that the
methods and procedures to be used have been approved by the party owning
same.
2. Assume all risks attending the presence or proximity of all underground and
surface structures within or adjacent to the limits of the Work. CONTRACTOR
shall be responsible for all damage and expense for direct or indirect injury
caused by its Work to any structure. CONTRACTOR shall repair immediately
all damage caused by his work, to the satisfaction of the OWNER of the dam-
aged structure.
D. All other existing surface facilities, including but not limited to, guard rails, posts,
guard cables, signs, poles, markers, and curbs which are temporarily removed to
facilitate installation of the Work shall be replaced and restored to their original
condition at CONTRACTOR'S expense.
01541-4
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.6 DAMAGE TO EXISTING STRUCTURES AND UTILITIES
A. The CONTRACTOR shall be responsible for and make good all damage to
pavement beyond the limits of this Contract, buildings, telephone or other cables,
water pipes, sanitary pipes, or other structures which may be encountered,whether
or not shown on the Drawings.
B. Information shown on the Drawings as to the location of existing utilities has been
prepared from the most reliable data available to the Engineer. This information is
not guaranteed, however, and it shall be this CONTRACTOR's responsibility to
determine the location, character and depth of any existing utilities. He shall assist
theutility companies, by every means possible to determine said locations.
Extreme caution shall be exercised to eliminate any possibility of any damage to
utilities resulting from his activities.
1.7 ADJUSTMENTS OF UTILITY CASTINGS, COVERS AND BOXES
A. All existing utility castings, including valve boxes, junction boxes, manholes, pull
boxes, inlets and similar structures in the areas of construction that are to remain in
service shall be adjusted by the CONTRACTOR to bring them flush with the surface
of the finished work.
B. The CONTRACTOR shall coordinate the utilities to ensure proper construction
sequencing. CONTRACTOR shall make available survey reference markers to the
various utility companies.
+ + END OF SECTION + +
01541-5
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SECTION 01550
ACCESS ROADS, PARKING AREAS
AND USE OF PUBLIC STREETS
1.1 GENERAL
A. Provide all temporary construction roads, walks and parking areas required during
construction and for use of emergency vehicles. Design and maintain temporary
roads and parking areas so they are fully usable in all weather conditions.
B. Prevent interference with traffic and the OWNER's operations on existing roads.
Indemnify and save harmless the OWNER from any expenses caused by
CONTRACTOR's operations over these roads.
C. Roadways damaged by CONTRACTOR shall be restored to their original condition
by the CONTRACTOR subject to approval of the OWNER or ENGINEER.
D. Remove temporary roads, walks and parking areas prior to final acceptance and
return the ground to its original condition, unless otherwise required by the Contract
Documents.
1.2 USE OF PUBLIC STREETS
The use of public streets and alleys shall be such as to provide a minimum of
inconvenience to the public and to other traffic. Any earth or other excavated
material spilled from trucks shall be removed immediately by the CONTRACTOR
and the streets cleaned to the satisfaction of the Owner.
1.3 USE OF PUBLIC STREETS FOR HAUL ROADS
A. Prior to construction, the CONTRACTOR shall designate all proposed haul
roads to be used during the life of the project. Any earth or other materials
spilled from trucks shall be removed by the CONTRACTOR and streets
cleaned to the satisfaction of the Owner. He further shall be responsible for
repairs to any damages caused by his operations, prior to final payment.
B. All trucks carrying earth shall be covered while moving with an appropriate
tarpaulin. Should trucks hauling earth fail to cover their loads, the
CONTRACTOR will be given two (2) written warnings, after which the
CONTRACTOR shall pay a fine of$50 per uncovered truck to the Owner when
invoked by the Owner to Owner's Engineer. All cleanup shall be the
responsibility of the CONTRACTOR.
C. All trucks/moving equipment shall have backup warning horns in proper
working order while on the job site.
+ + END OF SECTION + +
01550 Access Roads
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SECTION 01610
TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT
1.1 GENERAL
A. Make all arrangements for transportation, delivery and handling of equipment and
materials required for prosecution and completion of the Work.
B. Shipments of materials to CONTRACTOR or Subcontractors shall be delivered to
the site only during regular working hours. Shipments shall be addressed and
consigned to the proper party giving name of Project, street number and city.
Shipments shall not be delivered to OWNER except where otherwise directed.
C. If necessary to move stored materials and equipment during construction,
CONTRACTOR shall move or cause to be moved materials and equipment
without any additional compensation.
1.2 DELIVERY
A. Arrange deliveries of products in accord with construction schedules and in ample
time to facilitate inspection prior to installation.
B. Coordinate deliveries to avoid conflict with Work and conditions at site and to
accommodate the following:
1. Work of other contractors, or OWNER.
2. Limitations of storage space.
3. Availability of equipment and personnel for handling products.
4. OWNER'S use of premises.
C. Do not have products delivered to project site until related Shop Drawings have
been approved by the ENGINEER.
D. Do not have products delivered to site until required storage facilities have been
provided.
E. Have products delivered to site in manufacturer's original, unopened, labeled
containers. Keep ENGINEER informed of delivery of all equipment to be
incorporated in the Work.
F. Partial deliveries of component parts of equipment shall be clearly marked to
identify the equipment, to permit easy accumulation of parts, and to facilitate
assembly.
01610-1
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-_ SECTION 01610
TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT
G. Immediately on delivery, Contractor shall inspect shipment to assure:
1. Product complies with requirements of Contract Documents and reviewed
submittals.
2. Quantities are correct.
3. Containers and packages are intact, labels are legible.
4. Products are properly protected and undamaged.
1.3 PRODUCT HANDLING
A. Provide equipment and personnel necessary to handle products, including those
provided by OWNER, by methods to prevent soiling or damage to products or
packaging.
B. Provide additional protection during handling as necessary to prevent scraping,
marring or otherwise damaging products or surrounding surfaces.
C. Handle products by methods to prevent bending or overstressing.
D. Lift heavy components only at designated lifting points.
E. Materials and equipment shall at all times be handled in a safe manner and as
recommended by manufacturer or supplier so that no damage will occur to them.
Do not drop, roll or skid products off delivery vehicles. Hand carry or use suitable
materials handling equipment.
+ + END OF SECTION + +
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SECTION 01611
STORAGE OF MATERIAL AND EQUIPMENT
1.1 GENERAL
A. Store and protect materials and equipment in accordance with manufacturer's
recommendations and requirements of Specifications.
B. Make all arrangements and provisions necessary for the storage of materials and
equipment. Place all excavated materials, construction equipment, and materials
and equipment to be incorporated into the Work, so as not to injure any part of the
Work or existing facilities, and so that free access can be had at all times to all
parts of the Work and to all public utility installations in the vicinity of the Work.
Keep materials and equipment neatly and compactly stored in locations that will
cause a minimum of inconvenience to other contractors, public travel, adjoining
owners, tenants and occupants. Arrange storage in a manner to provide easy
access for inspection.
C. Areas available on the construction site for storage of material and equipment
shall be as shown or approved by the ENGINEER.
D. Store materials and equipment which are to become the property of the OWNER
to facilitate their inspection and insure preservation of the quality and fitness of the
Work, including proper protection against damage by extreme temperatures and
moisture.
E. Do not use lawns, grass plots or other private property for storage purposes
without written permission of the OWNER or other person in possession or control
of such premises.
F. CONTRACTOR shall be fully responsible for loss or damage to stored materials
and equipment.
G. Do not open manufacturers containers until time of installation unless
recommended by the manufacturer or otherwise specified.
H. When appropriate store materials on wood blocking so there is no contact with the
ground.
+ + END OF SECTION + +
01611-1 01611—Storage of Material
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SECTION 01630
SUBSTITUTIONS
1.1 GENERAL
A. Requests for review of a substitution shall conform to the requirements of
Article 6.05, "Substitutes and Or-Equals," of the General Conditions, and shall
contain complete data substantiating compliance of the proposed substitution with
the Contract Documents.
1.2 CONTRACTOR'S OPTIONS
A. For materials or equipment (hereinafter products) specified only by reference
standard, select product meeting that standard by any manufacturer, fabricator,
supplier or distributor(hereinafter manufacturer). To the maximum extent possible,
provide products of the same generic kind from a single source.
B. For products specified by naming several products or manufacturers, select any
one of the products or manufacturers named which complies with Specifications.
C. For products specified by naming one or more products or manufacturers and
stating "or equivalent," submit a request for a substitution for any product or
manufacturer which is not specifically named.
D. For products specified by naming only one product or manufacturer and followed by
words indicating that no substitution is permitted, there is no option and no sub-
stitution will be allowed.
E Where more than one choice is available as a CONTRACTOR's option, select
product which is compatible with other products already selected or specified.
1.3 SUBSTITUTIONS
A. During a period of 15 days after date of commencement of Contract Time,
ENGINEER will consider written requests from CONTRACTOR for substitution of
products or manufacturers, and construction methods (if specified).
1. After end of specified period, requests will be considered only in case of
unavailability of product or other conditions beyond control of
CONTRACTOR.
B. Submit 5 copies of Request for Substitution. Submit a separate request for each
substitution. In addition to requirements set forth in Article 6.05 of General Condi-
tions, include in the request the following:
1. For products or manufacturers:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature with product description, performance and
test data, and reference standards.
01630-1 01630 Substitutions
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SECTION 01630
SUBSTITUTIONS
c. Samples, if appropriate.
d. Name and address of similar projects on which product was used,
and date of installation.
2. For construction methods (if specified):
a. Detailed description of proposed method.
b. Drawings illustrating method.
3. Such other data as the ENGINEER may require to establish that the
proposed substitution is equal to the product, manufacturer or method
specified.
C. In making Request for Substitution, CONTRACTOR represents that:
1. CONTRACTOR has investigated proposed substitution, and determined
that it is equal to or superior in all respects to the product, manufacturer or
method specified.
2. CONTRACTOR will provide the same or better guarantees or warranties
for proposed substitution as for product, manufacturer, or method
specified.
3. CONTRACTOR waives all claims for additional costs or extension of time
related to a proposed substitution that subsequently may become
apparent.
D. A proposed substitution will not be accepted if:
1. Acceptance will require changes in the design concept or a substantial
revision of the Contract Documents.
2. It will delay completion of the Work, or the work of other contractors.
3. It is indicated or implied on a Shop Drawing and is not accompanied by a
formal Request for Substitution from CONTRACTOR.
E. If the ENGINEER determines that a proposed substitute is not equal to that
specified, furnish the product, manufacturer, or method specified at no additional
cost to OWNER.
F. Approval of a substitution will not relieve CONTRACTOR from the requirement for
submission of Shop Drawings as set forth in the Contract Documents.
G. The procedure for review by Engineer will include the following:
1. Requests for review of substitute items of material and equipment will
not be accepted by Engineer from anyone other than CONTRACTOR.
2. Upon receipt of an application for review of a substitution, Engineer will
determine whether the review will be more extensive than a normal shop
drawing review for the specified item.
3. If the substitution will not require a more extensive review, Engineer will
proceed with the review without additional cost to CONTRACTOR.
01630-2 01630 Substitutions
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SECTION 01630
SUBSTITUTIONS
4. If the substitution requires a more extensive review, Engineer will proceed
with the review only after CONTRACTOR has agreed to reimburse Owner
for the review cost.
5. Engineer may require CONTRACTOR to furnish at CONTRACTOR's
expense additional data about the proposed substitute.
H. Any redesign of structural members shall be performed by, and the plans signed
and sealed by, a Professional Engineer registered in the State of Florida. The
redesign shall be at the CONTRACTOR's expense. Any redesign will require an
extensive review by the Engineer. The CONTRACTOR must agree to reimburse
the Owner for the review cost prior to the Owner's Engineer proceeding with the
design review. The ENGINEER's estimated cost of review shall be provided to the
CONTRACTOR prior to proceeding with the review to allow the CONTRACTOR the
opportunity to rescind the request.
I. Engineer will be allowed a reasonable time within which to evaluate each proposed
substitution. Engineer will be the sole judge of acceptability and shall have the right
to deny use of any proposed substitution. The CONTRACTOR shall not order,
, install, or utilize any substitution without either an executed Change Order or
Engineer's notation on the reviewed shop drawing. Owner may require
CONTRACTOR to furnish at CONTRACTOR's expense a special manufacturer's
performance guarantee(s) or other surety with respect to any substitute and an
indemnification by the CONTRACTOR. ENGINEER will record time required by
Engineer and Engineer's consultants in evaluating substitutions proposed by
CONTRACTOR and in making changes in the Contract Documents occasioned
thereby. Whether or not a proposed substitute is sued, CONTRACTOR shall
reimburse Owner for the charges of Engineer and Engineer's consultants for
evaluating each proposed substitute.
J. Substitute materials or equipment may be proposed for acceptance in accordance
with this Section. In the event that substitute materials or equipment are used and
are less costly than the originally specified material or equipment, than the net
difference in cost shall benefit the Owner and CONTRACTOR in equal proportions.
This cost difference shall not be reduced by any failure of the CONTRACTOR to
base his bid on the named materials or equipment.
+ + END OF SECTION + +
01630-3 01630 Substitutions
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SECTION 01710
SITE CLEANUP AND RESTORATION
1.1 SCOPE
Furnish all labor, equipment, appliances, and materials required or necessary to
clean up and restore the site after the construction is completed.
1.2 REQUIREMENTS
A. During the progress of the project, keep the work and the adjacent areas
affected thereby in a neat and orderly condition. Remove all rubbish, surplus
materials, and unused construction equipment. Repair all damage so that
the public and property owners will be inconvenienced as little as possible.
B. Provide onsite containers for the collection of waste materials, debris, and
rubbish and empty such containers in a legal manner when they become full.
C. Where material or debris has been deposited in watercourses, ditches,
gutters, drains, or catch-basins as a result of the CONTRACTOR's
operations, such material or debris shall be entirely removed and
satisfactorily disposed of during the progress of the work, and the ditches,
channels, drains, etc., shall be kept clean and open at all times.
D. Before the completion of the project, unless otherwise especially directed or
permitted in writing:
1. Tear down and remove all temporary buildings and structures;
2. Remove all temporary works, tools, and machinery, or other
construction equipment furnished;
3. Remove all rubbish from any grounds occupied; and
4. Leave the roads, all parts of the premises, and adjacent property
affected by construction operations, in a neat and satisfactory
condition.
E. Restore or replace any public or private property damaged by construction
work, equipment, or employees, to a condition at least equal to that existing
immediately prior to the beginning of the operations. To this end, the
CONTRACTOR shall restore all highway, roadside, and landscaping work
within any right-of-way, platted or prescriptive. Acceptable materials,
equipment, and methods shall be used for such restoration.
F. Thoroughly clean all materials and equipment installed and on completion of
the work, deliver the facilities undamaged and in fresh and new-appearing
condition.
01710 Site Cleanup
01710-1
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SECTION 01710
SITE CLEANUP AND RESTORATION
G. It is the intent of the Specifications to place the responsibility on the
CONTRACTOR to restore to their original condition all items disturbed,
destroyed, or damaged during construction. Particular attention will be
placed on restoration of canals to equal or better condition than prior to
construction.
H. When finished surfaces require cleaning with cleaning materials, use only
those cleaning materials which will not create hazards to health or property
and which will not damage the surfaces. Use cleaning materials only on
those surfaces recommended by the manufacturer. Follow the
manufacturer's directions and recommendations at all times.
I. Keep the amount of dust produced during construction activities to a
minimum. At CONTRACTOR's expense, spray water or other dust control
agents over the areas, which are producing the dust. Schedule construction
operations so that dust and other contaminants will not fall on wet or newly
coated surfaces.
1.3 SITE CLEANUP AND RESTORATION
Prior to final completion,the OWNER, ENGINEER and CONTRACTOR shall review
the site with regards to site cleanup and restoration. Clean and/or restore all items
determined to be unsatisfactory by the OWNER or ENGINEER, at no additional
expense.
+ + END OF SECTION + +
01710 Site Cleanup
01710-2
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SECTION 01770
CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
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 SUMMARY
A. This Section includes administrative and procedural requirements for contract
closeout, including, but not limited to, the following:
1. Inspection procedures
2. Warranties
3. Final cleaning
B. Related Sections include the following:
1. Division 1 Section "Payment Procedures"for requirements for Applications
for Payment for Substantial and Final Completion.
2. Divisions 2 through 16 Sections for specific closeout and special cleaning
requirements for the Work in those Sections.
1.3 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for determining date of
Substantial Completion, complete the following. List items below that are
incomplete in request.
1. Prepare a list of items to be completed and corrected (punch list), the value
of items on the list, and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Advise Owner of changeover in heat and other utilities.
4. Submit changeover information related to Owner's occupancy, use,
operation, and maintenance.
5. Complete final cleaning requirements, including touchup painting.
6. Touch up and otherwise repair and restore marred exposed finishes to
eliminate visual defects.
01770 Closeout Procedures
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SECTION 01770
CLOSEOUT PROCEDURES
B. Inspection: Submit a written request for inspection for Substantial Completion. On
receipt of request,Architect will either proceed with inspection or notify Contractor
of unfulfilled requirements. Architect will prepare the Certificate of Substantial
Completion after inspection or will notify Contractor of items,either on Contractor's
list or additional items identified by Architect, that must be completed or corrected
before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous
inspections as incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final
Completion.
1.4 FINAL COMPLETION
A. Preliminary Procedures: Before requesting final inspection for determining date of
Final Completion, complete the following:
1. Submit a final Application for Payment according to Division 1 Section
"Payment Procedures."
2. Submit certified copy of Architect's Substantial Completion inspection list of
items to be completed or corrected (punch list), endorsed and dated by
Architect. The certified copy of the list shall,state that each item has been
completed or otherwise resolved for acceptance.
3. Submit evidence of final, continuing insurance coverage complying with
insurance requirements.
4. Submit pest-control final inspection report and warranty.
5. Instruct Owner's personnel in operation, adjustment, and maintenance of
products, equipment, and systems. Submit demonstration and training
videotapes.
B. Inspection: Submit a written request for final inspection for acceptance. On
receipt of request,Architect will either proceed with inspection or notify Contractor
of unfulfilled requirements. Architect will prepare a final Certificate for Payment
after inspection or will notify Contractor of construction that must be completed or
corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous
inspections as incomplete is completed or corrected.
1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Preparation: Submit three copies of list. Include name and identification of each
space and area affected by construction operations for incomplete items and items
needing correction including, if necessary, areas disturbed by Contractor that are
outside the limits of construction.
01770 Closeout Procedures
01770-2
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SECTION 01770
CLOSEOUT PROCEDURES
1. Organize list of spaces in sequential order, starting with exterior areas first
and proceeding from lowest floor to highest floor.
2. Organize items applying to each space by major element, including
categories for ceiling, individual walls, floors, equipment, and building
systems.
3. Include the following information at the top of each page:
a. Project name
b. Date
c. Name of Architect
d. Name of Contractor
e. Page number
1.6 WARRANTIES
A. Submittal Time: Submit written warranties on request of Architect for designated
portions of the Work where commencement of warranties other than date of
Substantial Completion is indicated.
B. Partial Occupancy: Submit properly executed warranties within 15 days of
completion of designated portions of the Work that are completed and occupied or
used by Owner during construction period by separate agreement with Contractor.
C. Organize warranty documents into an orderly sequence based on the table of
contents of the Project Manual.
1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf
binders, thickness as necessary to accommodate contents, and sized to
receive 8-112-by-11-inch (215-by-280-mm) paper.
2. Provide heavy paper dividers with plastic-covered tabs for each separate
warranty. Mark tab to identify the product or installation. Provide a typed
description of the product or installation, including the name of the product
and the name, address, and telephone number of Installer.
3. Identify each binder on the front and spine with the typed or printed title
"WARRANTIES," Project name, and name of Contractor.
D. Provide additional copies of each warranty to include in operation and
maintenance manuals.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by
manufacturer or fabricator of the surface to be cleaned. Do not use cleaning
01770 Closeout Procedures
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SECTION 01770
CLOSEOUT PROCEDURES
agents that are potentially hazardous to health or property or that might damage
finished surfaces.
PART 3 - EXECUTION
3.1 FINAL CLEANING
A. General: Provide final cleaning. Conduct cleaning and waste-removal operations
to comply with local laws and ordinances and Federal and local environmental and
antipollution regulations.
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.
Clean each surface or unit to condition expected in an average commercial
building cleaning and maintenance program. Comply with manufacturer's written
instructions.
1. Complete the following cleaning operations before requesting inspection for
certification of Substantial Completion for entire Project or for a portion of
Project:
a. Clean Project site, yard, and grounds, in areas disturbed by
construction activities, including landscape development areas, of
rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains,
and other foreign deposits.
c. Rake grounds that are neither planted nor paved to a smooth, even-
textured surface.
d. Remove tools, construction equipment, machinery, and surplus
material from Project site.
e. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free
condition, free of stains, films, and similar foreign substances. Avoid
disturbing natural weathering of exterior surfaces. Restore reflective
surfaces to their original condition.
f. Remove debris and surface dust from limited access spaces, including
roofs, plenums, shafts, trenches, equipment vaults, manholes, attics,
and similar spaces.
g. Sweep concrete floors broom clean in unoccupied spaces.
h. Vacuum carpet and similar soft surfaces, removing debris and excess
nap; shampoo if visible soil or stains remain.
i. Clean transparent materials, including mirrors and glass in doors and
windows. Remove glazing compounds and other noticeable, vision-
obscuring materials. Replace chipped or broken glass and other
damaged transparent materials. Polish mirrors and ,lasstakingcare
9
not to scratch surfaces.
j. Remove labels that are not permanent.
01770 Closeout Procedures
01770-4
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SECTION 01770
CLOSEOUT PROCEDURES
k. Touch up and otherwise repair and restore marred, exposed finishes
and surfaces. Replace finishes and surfaces that cannot be
satisfactorily repaired or restored or that already show evidence of
repair or restoration.
1) Do not paint over "UL" and similar labels, including mechanical
and electrical nameplates.
I. Wipe surfaces of mechanical and electrical equipment, elevator
equipment, and similar equipment. Remove excess lubrication, paint
and mortar droppings, and other foreign substances.
m. Replace parts subject to unusual operating conditions.
n. Clean plumbing fixtures to a sanitary condition,free of stains, including
stains resulting from water exposure.
o. Replace disposable air filters and clean permanent air filters. Clean
exposed surfaces of diffusers, registers, and grills.
p. Clean ducts, blowers, and coils if units were operated without filters
during construction.
q. Clean light fixtures, lamps, globes, and reflectors to function with full
efficiency. Replace burned-out bulbs, and those noticeably dimmed by
. hours of use, and defective and noisy starters in fluorescent and
mercury vapor fixtures to comply with requirements for new fixtures.
r. Leave Project clean and ready for occupancy.
C. Pest Control: Engage an experienced, licensed exterminator to make a final
inspection and rid Project of rodents, insects, and other pests. Prepare a report.
D. Comply with safety standards for cleaning. Do not burn waste materials. Do not
bury debris or excess materials on Owner's property. Do not discharge volatile,
harmful, or dangerous materials into drainage systems. Remove waste materials
from Project site and dispose of lawfully.
END OF SECTION
01770 Closeout Procedures
01770-5
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SECTION 01820
Post Final Inspection
1_1 GENERAL
A. Approximately one year after Final Completion, the OWNER will make
arrangements with the Construction Coordination Manager and the
CONTRACTOR for a post final inspection and will send a written notice to said
parties to inform them of the date and time of the inspection.
B. Corrections of defective work noted by OWNER and Construction Coordination
Manager shall comply with the applicable sections of Article 13, General
Conditions.
C. After the inspection, the OWNER will inform the CONTRACTOR of any
corrections required to release the performance and payment bonds.
001820-Post Final Inspection rev 05-13
001820-1
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PROJECT MANUAL
FOR
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Sebastian Corners Roof Replacement
May 29, 2018
IRC PROJECT NUMBER 1765
REI PROJECT NUMBER 018TPA-003
RAMO
ENGINEERS
FLORIDA ENGINEERS LICENSE#26860
Engineering solutions for tomorrow"
10150 Highland Manor Drive,Suite 200 reiengineers.com
Tampa,FL 33610 813.944.21337
•
SECTION 00 0107
SEALS PAGE
0% ,,, Mark Renninger
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•sP� • ..... .,'vO'c`�', This item has been electronically
�;•• G S ''•;A signed by Mark Renninger,PE on
No 79869 ;- this datein l
us gaiiDgta
- * * - Si nature. Printed copies of this
PROFESSIONAL ENGINEER -
- . rt - 9 P
-o :¢'_ document are not considered
STATE OF :10•-••• signed andsealed and the
20
'-c<`''c4 O.R,� P.� 4.. signature must be verified on any
',�lopy.
1/4,• N A' ko• 8 06.01.... electronic c1:31:12-04'00'
END OF SECTION 00 0107
Sebastian Corners Roof Replacement 00 01 07-1 Seals Page
SECTION 00 01 10
TABLE OF CONTENTS
DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS
Introductory Information
00 01 01 Title Page
00 01 07 Seals Page
00 01 10 Table of Contents
00 01 15 List of Drawings
Project Forms
00 60 00 Project Forms
00 62 33 Roofing Manufacturer's Acknowledgement
00 63 25 Substitution Request Form
00 65 36 Contractor's Five-Year Warranty
00 65 37 Asbestos Free Warranty
DIVISION 01 GENERAL REQUIREMENTS
01 11 00 Summary of Work
01 14 00 Work Restrictions
01 25 00 Product Substitutions
01 31 00 Project Management and Coordination
01 33 00 Submittal Procedures
01 40 00 Quality Requirements
01 42 00 References
01 50 00 Temporary Facilities and Controls
01 73 29 Cutting and Patching
01 74 00 Cleaning and Waste Management
01 77 00 Closeout Procedures
DIVISION 05 METALS
05 31 23 Steel Roof Deck Repair and Securement
DIVISION 06 WOOD,PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry
DIVISION 07 THERMAL AND MOISTURE PROTECTION
07 01 50 Preparation for Reroofing
07 22 16 Roof Insulation
07 42 13 Metal Wall Panels
07 54 00 Thermoplastic Single Ply Roofing
07 62 00 Sheet Metal Flashing and Trim
07 72 00 Roof Accessories
CONTRACT DRAWINGS
END OF SECTION 00 01 10
Sebastian Corners Roof Replacement 00 01 10-1 Table of Contents
SECTION 00 01 15
LIST OF DRAWINGS
PART 1 GENERAL
The following drawings and details are included aspart of the Contract Documents:
Drawing Description Date
R1 Roof Plan 05-29-2018
R2 Wind Loads 05-29-2018
D1 Roof Details 05-29-2018
D2 Screen Wall Details 05-29-2018
END OF SECTION 00 01 15
Sebastian Corners Roof Replacement 00 01 15-1 List of Drawings
NOF0 0 00
PROJECT SECTIOORM6S
PART 1 GENERAL
1.01 GENERAL
A. The following documents are included in the Project Manual:
1. Roof Manufacturer's Acknowledgement- Section 00 62 33
2. Substitution Request Form- Section 00 63 25
3. Contractors Five-Year Warranty- Section 00 65 36
4. Asbestos Free Warranty-Section 00 65 37
PART 2 PRODUCTS(NOT USED)
PART 3 EXECUTION(NOT USED)
END OF SECTION 00 60 00
Sebastian Corners Roof Replacement 00 60 00-1 Project Forms
SECTION 00 62 33
ROOF MANUFACTURER'S ACKNOWLEDGMENT
Owner: Indian River County
Project Name: Sebastian Corners Roof Replacement
Project Address: 1919 Highway 1, Sebastian,Florida 32958
Roofing Contractor:
Address:
Telephone:
Facsimile:
This is to advise the Owner that having thoroughly reviewed the Specifications and Drawings contained
within the Project Manual dated May 29,2018 for the above-titled project, we acknowledge that the roof
system(s) and flashing system(s) specified are suitable for use on this project. Having reviewed the
project requirements in detail, the Manufacturer will provide a written response to the Engineer seven
days prior to the bid date, if conflicts between the Manufacturer's requirements occur with the above
listed documents.
1. The manufacturer certifies that the installer is approved, authorized, or licensed by
manufacturer to install specified roof system and is eligible to receive the specified
manufacturer's warranty.
2. The manufacturer will comply with the specified requirements for on-site technical
support.
is hereby designated as our Liaison on this project.
(Print or type name of Liaison)
Telephone Facsimile
Roof Manufacturer's Company Name
P Y
Roof Manufacturer Representative's Signature Date
Roof Manufacturer Representative's Name Title
Roof Manufacturer's Address
Telephone Facsimile
END OF SECTION 00 62 33
Sebastian Corners Roof Replacement 00 62 33-1 Roof Manufacturer's Acknowledgement
SECTION 00 63 25
SUBSTITUTION REQUEST FORM
Project
Date: Bid Opening Date:
Product and/or Fabrication Method:
Specification Section:
Related Drawings:
Criteria or Specified Product Included
Product Data
Fabrication Drawings
Samples Where Applicable
List of changes or Modifications Needed
to Work as Noted in Spec
Criteria or Specified Product Included
Product Data
Fabrication Drawings
Samples Where Applicable
List of changes or Modifications Needed
to Work as Noted in Spec
The substitution proposed is equal-to or better in every respect to that required by the Contract Documents,
and it will perform equal or superior to product specified in the application indicated. The Contractor
waives right to additional payment or time, that may subsequently become necessary because of the failure
of the substitution to perform adequately.
Signed:
END OF SECTION 00 63 25
Sebastian Corners Roof Replacement 00 63 25-1 Substitution Request Form
SECTION 00 65 36
CONTRACTOR'S FIVE-YEAR WARRANTY
Know all men bythesepresents,that we, Contractor
(Contractor)
having installed roofing system, flashings and sheet metal on the Sebastian Corners Roof Replacement
Project under contract between Indian River County (Owner) and Contractor, warrant to the Owner with
respect to said work that for a period of five (5) years from date of final completion, the work shall be
absolutely watertight and free from any and all leaks, provided however the following are excluded from
this Warranty:
a. Defects or failures resulting from abuse by the Owner.
b. Defect in design involving failure of(1)structural frame, (2)load
bearing walls,and(3)foundations.
c. Damages caused by fire,tornado,hail,hurricane,acts of God,wars,
vandalism,riots or civil commotion.
We, Contractor, agree that should any leaks occur in the work we will perform emergency repairs within
24 hours notice and perform permanent repairs within a reasonable time in a manner to restore the work to
a watertight condition by methods compatible to the system and acceptable under industry standards and
general practice,all at no expense to the Owner.
We, Contractor, further agree that for a period of five(5)years from date of final completion referred to
above, we will make repairs at no expense to the Owner to any defects which may develop in the work
including but not limited to blisters, wrinkles, fish-mouths, ridges, splits and loose flashing in a manner
compatible to the system and acceptable under industry standards and general practice as established by the
Engineer.
Contractor shall attend two post construction field inspections: the first no earlier than twenty -three (23)
months and no later than twenty-four (24) months after the date of final Completion and the second no
earlier than fifty-nine(59)months and no later than sixty (60)months after the date of Final Completion.
Contractor shall complete any corrective action requested by Owner, Engineer, or Manufacturer at no
additional cost to the Owner.
Signature: Title:
State
County
I, ,a Notary Public for County,
State,do hereby certify that personally appeared before me
this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal,this day of ,20
(OFFICIAL SEAL)
Notary Public
My commission expires ,20 ....
END OF SECTION 00 65 36
Sebastian Corners Roof Replacement 00 65 36-1 Contractor's Five-Year Warranty
SECTION 00 65 37
ASBESTOS FREE WARRANTY
Owner: Indian River County
Project Name: Sebastian Corners Roof Replacement
Project Address: 1919 Highway 1, Sebastian,Florida 32958
Project Manual Date: May 29,2018
Date of Substantial Completion:
Know all men by these present that we,
(Contractor,Subcontractor,Material Supplier or Equipment Manufacturer)
having furnished labor,materials, equipment and/or supplies; removed existing roof system; installed new
roof system and/or miscellaneous roof system components; from, to and/or on the above referenced
Project under contract between the Owner and Contractor, warrant to Owner with respect to said work
that no materials containing asbestos fibers were incorporated into the work, and that, to our knowledge
and belief,no materials containing asbestos remain in or are covered by the work.
Exceptions:
If there are no exceptions,state"No Exceptions"here.
Signature:
Title:
State
County
I, ,a Notary Public for County,
State,do hereby certify that personally appeared before me
this day and acknowledged the due'execution of the foregoing instrument.
Witness my hand and official seal,this day of ,20
(OFFICIAL SEAL)
Notary Public
My commission expires ,20
END OF SECTION 00 65 37
Sebastian Corners Roof Replacement 00 65 37-1
Asbestos Free Warranty
SECTION 01 1100
SUMMARY OF WORK
PART 1 GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Name: Sebastian Corners Roof Replacement
B. Project Address: 1919 Highway 1, Sebastian,Florida 32958
C. Owner: Indian River County
D. Engineer: The Contract Documents, dated May 29, 2018, were prepared by REI
Engineers.
E. This work includes the provision of all labor, material, equipment, supervision and
administration to integrate the work outlined in this project manual into the total building
system such that no moisture leakage into the system occurs. In general, the scope of
work in the Base Bid will include:
1. Roof Replacement — Sectors A & B (Approximately 17,860 square feet):
Remove and dispose of the existing roof system including flashings and sheet
metal down to the existing structural deck; resecure the structural deck to
structural framing members;resecure the existing edge nailers to remain in place;
loose lay insulation; mechanically attach gypsum overlayment; mechanically
attach thermoplastic single ply membrane along with flashings and accessories
and provide sheet metal flashings and trim to provide a complete, watertight,20-
year warrantable roof assembly.
2. Screen Wall— Sector A (Approximately 223 linear feet): Provide new screen
wall with gate door along with flashings and accessories and provide sheet metal
flashings and trim to provide a 20-year warrantable wall panel assembly.
F. The contractor is responsible for all electrical, plumbing, mechanical, and other related
trade work necessary to facilitate project operations. Contractor is responsible for re-
locating any and all conduit, HVAC equipment, curbs, and/or plumbing necessary to
comply with the requirements of these documents. All work shall conform to the
requirements of the current Building Code approved in the State of the project location.
G. General requirements and specific recommendations of the material manufacturers are
included as part of these specifications. The manufacturers' specifications are the
minimum standards required for the completed systems. Specific items listed herein may
improve the standards required by the manufacturers and will take precedence where
their compliance will not affect the manufacturers' guarantee or warranty provisions.
1.02 CONTRACT
A. Project will be constructed under a single prime general construction contract.
1.03 SITE INVESTIGATION
A. The Contractor acknowledges that he has satisfied himself as to the nature and location of
Sebastian Corners Roof Replacement 01 11 00-1 Summary of Work
the Work,the general and local conditions,particularly those bearing upon transportation,
disposal, handling and storage of materials, availability of labor, water, electric power,
roads and uncertainties of weather, ground water table or similar physical conditions at
the site,the conformation and condition of the ground, the character, quality and quantity
of surface and subsurface materials to be encountered, the character of equipment and
facilities needed prior to and during the prosecution of the Work and all other matters
which can in any way affect the Work or the cost thereof under this Contract. Any failure
by the Contractor to acquaint himself with all the available information concerning these
conditions will not relieve him from responsibility for estimating properly the difficulty
or cost of successfully performing the Work. Field measurements shall be taken at the
site by the Contractor to verify all data and conditions affected by the Work.
1.04 WORK UNDER OTHER CONTRACTS
A. Separate Contract: Owner may award a separate contract for performance of certain
construction operations at Project site.
B. Contractor shall cooperate fully with separate contractors so work on those contracts may
be carried out smoothly,without interfering with or delaying Work under this Contract.
1.05 SPECIFICATION FORMATS AND CONVENTIONS
A. Specification Format: The Specifications are organized into Divisions and Sections using
the 49-division format and CSI/CSC's"MasterFormat"numbering system.
1. Section Identification: The Specifications use section numbers and titles to
cross-reference Contract Documents. Sections in the Project Manual are in
numeric sequence.; however, the sequence is incomplete. Consult the Table of
Contents at the beginning of the Project Manual.
B. Specification Content: The Specifications use certain conventions for the style of
language and the intended meaning of certain terms, words, and phrases when used in
particular situations. These conventions are as follows:
1. Abbreviated Language: Language used in the Specifications and other Contract
Documents is abbreviated. Words and meanings shall be interpreted as
appropriate. Words implied, but not stated, shall be inferred as the sense
requires. Singular words shall be interpreted as plural, and plural words shall be
interpreted as singular where applicable as the context of the Contract
Documents indicates.
2. Imperative mood and streamlined language are generally used in the
Specifications. Requirements expressed in the imperative mood are to be
performed by Contractor. Occasionally, the indicative or subjunctive mood may
be used in the Section Text for clarity to describe responsibilities that must be
fulfilled indirectly by Contractor or by others when so noted.
a. The words "shall," "shall be," or "shall comply with," depending on the
context,are implied where a colon(:)is used within a sentence or phrase.
PART 2 PRODUCTS(NOT USED)
PART 3 EXECUTION(NOT USED)
END OF SECTION 01 1100
Sebastian Corners Roof Replacement 01 11 00-2 Summary of Work
SECTION 01 14 00
WORK RESTRICTIONS
GENERAL
1.01 SECTION INCLUDES
A. Administrative and procedural requirements for work sequence, work restrictions,
occupancy requirements and use of premises.
1.02 WORK SEQUENCE
A. The Work shallbe conducted in the following sequences unless construction phases are
otherwise specified.
1. Construct Work in phases to accommodate the Owner's use; if applicable, of the
premises during the construction period; coordinate the construction schedule
and operations with the Owner and Engineer.
2. Construct the Work in phases to provide for public convenience. Do not close
off public use of facility until completion of one phase of construction will
provide alternative usage.
3. Construction shall be scheduled in such a manner that once work has commenced
on one facility, the Contractor's work force shall remain at that facility
continuously each work day through final completion at that facility.
1.03 OCCUPANCY REQUIREMENTS
A. Owner Occupancy
P Y
1. Owner will occupy the premises during the entire period of construction to
conduct normal operations. Cooperate with Owner in all construction operations
to minimize conflict,and to facilitate Owner usage.
2. Contractor shall at all times conduct his operations as to ensure the least
inconvenience and the greatest amount of safety and security for the Owner, his
staff,and the general public.
3. Control noise from operations so that building occupants are not affected.
4. Control odors from air intakes so that building occupants are not affected.
1.04 USE OF PREMISES
A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of
site beyond areas in which the Work is indicated.
1. Limits: Confine constructions operations to areas of work being renovated as
approved by Engineer and Owner.
2. Driveways and Entrances: Keep driveways and entrances serving premises clear
and available to Owner,Owner's employees,and emergency vehicles at all times.
Do not use these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances.
b. Schedule deliveries to minimize space and time requirements for storage
of materials and equipment on-site.
3. Move any stored materials and equipment that interfere with operations of the
Owner.
Sebastian Corners Roof Replacement 01 14 00-1 Work Restrictions
B. Use of Existing Building
1. Maintain existing building in a weathertight condition throughout construction
period.
2. Take every precaution against injuries to persons or damage to property.
3. Protect building, its contents,and its occupants during construction period.
4. The Contractor shall not overload or permit any part of the structure to be loaded
with such weights as will endanger its safety or to cause excessive deflection.
Materials placed on the roof prior to installation shall be equally distributed over
the roof area.
5. Protect any existing surface improvements, such as pavements, curbs, sidewalks,
lawn and landscaped areas,utilities,etc.
6. Repair to the Owner and Engineer's satisfaction, or to restore to a condition equal
to that existing at the time of award of Contract,or to make restitution acceptable to
the Owner, any and all damages to the building, its contents, or surface
improvements resulting from,or attributable to,the work operation.
C. Transportation Facilities
1. Truck and equipment access:
a. Avoid traffic conflict with vehicles of the Owner's employees and
customers, and avoid over-loading of street and driveways elsewhere on
the Owner's property, limit the access of trucks and equipment to the
designated areas.
b. Provide adequate protection for curbs and sidewalks over which trucks and
equipment pass to reach the job site.
2. Contractor's vehicles:
a. Require contractor's vehicles, vehicles belonging to employees of the
contractor, and all other vehicles entering the Owner's property in
performance of the work the contract, to use only the designated access
route.
b. Do not permit such vehicles to park on any street or other area of the
Owner's property except in the designated area.
1.05 OWNER POLICIES
A. Conduct Policy
1. The conduct of all contractor employees during any project shall be exemplary;
at no time shall profanity, drinking, lewd or suggestive comments or gestures or
other acts of this nature be tolerated.
B. Drug Free Policy
1. Owner conforms to a drug free policy. Any contractor employee must be tested
upon request of Owner and results provided to Owner. If the employee is found
to have been under the influence or using drugs, it shall constitute a breach of
contract and said contract may be terminated without penalty to the Owner.
C. Dress Code Policy
1. Shirts and shoes are required at all times, as well as long pants. Identification of
employees is required.
Sebastian Corners Roof Replacement 01 14 00-2 Work Restrictions
PART 2 PRODUCTS(NOT USED)
PART 3 EXECUTION(NOT USED)
END OF SECTION 01 14 00
Sebastian Corners Roof Replacement 01 14 00-3 Work Restrictions
SECTION 0125 00
PRODUCT SUBSTITUTIONS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. This Section specifies administrative and procedural requirements for handling requests
for substitutions prior to the Owner's receipt of bids.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section.
1.03 DEFINITIONS
A. Definitions used in this Article are not intended to change or modify the meaning of other
terms used in the Contract Documents.
B. Substitutions: Requests for changes in products, materials, and equipment, of
construction required by Contract Documents proposed by the Contractor are considered
requests for"substitutions". The following are not considered substitutions:
1. Substitutions that are requested by Bidders beyond the 14 days prior to bid
opening submittal period.
2. Revisions to Contract Documents requested by the Owner or Engineer.
3. Specified options of products and construction methods included in Contract
Documents.
4. The Contractor's determination of and compliance with governing regulations
and orders issued by governing authorities.
1.04 SUBMITTALS—PRIOR TO BID
A. Substitution Request Submittal: Written requests for substitution from prime bidders will
be considered if received by the Engineer fourteen (14) calendar days prior to the bid
opening.
1. Submit each request for substitution to purchasing@ircgov.com on the form
contained in Section 00 63 25-Substitution Request Form for consideration in
accordance with procedures required below.
2.
Identify the product or the fabrication or installation method to be replaced in
each request. Include related specification sections and drawing number.
3. Provide complete documentation on both the product specified and the proposed
substitution including the following information as appropriate.
a. Comparison of specified and proposed substitute product data,
fabrication drawings,and installation procedures.
b. Samples where applicable or requested.
c. A detailed comparison of significant qualities of the proposed
substitution with those of the work specified.
Sebastian Corners Roof Replacement 01 25 00-1 Product Substitutions
d. Coordination information, including a list of changes or modifications
needed to other parts of the Work and to construction performed by the
Owner and separate Contractors that will become necessary to
accommodate the proposed substitution.
4. Certification by the Contractor or manufacturer that the substitution proposed is
equal-to or better in every respect to that required by the Contract Documents,
and that it will perform equal or superior to product specified in the application
indicated. The Contractor waives any right to additional payment or time, which
may subsequently become necessary because of the failure of the substitution to
perform adequately.
5. Engineer's Action: The Engineer may request additional information or
documentation necessary for evaluation of the request. The Engineer will notify
the Contractors of acceptance of the proposed substitution by means of an
addendum to the bid documents. If the proposed substitute is accepted through
an addendum use the product specified by name.
B. Engineer's Substitution Approval during bidding and subsequent addendums does not
void the Contractor's responsibility to submit the required shop drawings and comply
with the other contract documents and requirements.
1.05 SUBMITTALS—AFTER AWARD OF CONTRACT
A. After award, any requests for approval of equivalent items shall be submitted in writing
to the Engineer for review within seven(7)calendar days after Notice to Proceed.
B. Submit each request in writing for substitution for consideration in accordance with
procedures required below.
C. Requests for approval of equivalent items shall be accompanied by information sufficient
for the Engineer to make a determination as to the equivalency of a product. The
determination of the Engineer of the equivalency of a product shall be final. The
Engineer reserves the right to request information or documentation for evaluation
including but not limited to the following:
1. Statement indicating why specified product cannot be provided.
2. Coordination of information, including a list of modifications needed to other
parts of the work that will be necessary to accommodate proposed substitution.
3. Product data including drawings, descriptions, and fabrication/installation
procedures.
4. Samples where applicable.
5. Material test reports from a qualified testing agency indicating the interpreting
test results for compliance with requirements.
6. Contractor's certification that proposed substitution complies with requirements
in the contract documents and is appropriate for applications indicated.
7. Contractor's waiver of rights to additional payment or time that may
subsequently become necessary because of failure of proposed substitution to
produce indicated results.
8. If requesting product substitution after bid award, Contractor shall provide cost
information including proposal of change,if any, in the contract sum.
PART 2 PRODUCTS
Sebastian Corners Roof Replacement 01 25 00-2 Product Substitutions
2.01 SUBSTITUTIONS—PRIOR TO BID
A. Conditions: The Contractor's substitution request will be received and considered by the
Engineer when all of the following conditions are satisfied, as determined by the
Engineer; otherwise requests will be returned without action except to record
noncompliance with these requirements.
1. Extensive revisions to Contract Documents are not required.
2. Proposed changes are in keeping with the general intent of Contract Documents.
3. The request is timely,fully documented and properly submitted.
4. The request is directly related to an "or equal" clause or similar language in the
Contract Documents.
B. The Contractor's submittal and Engineer's acceptance of Shop Drawings, Product Data
or Samples that relate to construction activities not complying with the Contract
Documents does not constitute an approval or valid request for substitution.
2.02 SUBSTITUTIONS—AFTER AWARD OF CONTRACT
A. Substitutions after award are solely for the convenience of the Contractor, and Engineer
nor Owner is under any obligation to review or approve proposed substitutions.
Substitutions that are approved by the Engineer, will be done by Change Order which is
accompanied by a credit to the Owner. The Contractor shall be required to bear any
additional costs related to making the substituted material or system work, such as extra
engineering, material or system modifications, or any time considerations relating to
material or system installation requirements.
PART 3 EXECUTION(NOT USED)
END OF SECTION 0125 00
Sebastian Corners Roof Replacement 01 25 00-3 Product Substitutions
SECTION 01 31 00
PROJECT MANAGEMENT AND COORDINATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. This Section includes administrative provisions for coordinating construction operations
on Project including,but not limited to,the following:
1. General project coordination procedures.
2. Coordination.
3. Administrative and supervisory personnel.
4. Project meetings.
5. Weekly Reports
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section.
1.03 COORDINATION
A. Coordinate construction operations with those of other contractors and entities to ensure
efficient and orderly installation of each part of the Work. The Contractor shall coordi-
nate its operations with those included in different Sections that depend on each other for
proper installation,connection,and operation.
1. Schedule construction operations in sequence required to obtain the best results
where installation of one part of the Work depends on installation of other com-
ponents,before or after its own installation.
2. Coordinate installation of different components with other contractors to ensure
maximum accessibility for required maintenance,service,and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. Progress Reporting: The scheduling and sequence of all operations shall be carefully co-
ordinated with the Owner and Engineer.
C. If necessary,prepare memoranda for distribution to each party involved,outlining special
procedures required for coordination. Include such items as required notices,reports,and
list of attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of
their Work is required.
D. Administrative Procedures: Coordinate scheduling and timing of required administrative
procedures with other construction activities and activities of other contractors to avoid
conflicts and to ensure orderly progress of the Work. Such administrative activities in-
clude,but are not limited to,the following:
1. Preparation of Contractor's Construction Schedule.
2. Preparation of the Schedule of Values.
3. Installation and removal of temporary facilities and controls.
Sebastian Corners Roof Replacement 01 31 00-1 Project Management and Coordination
4. Delivery and processing of submittals.
5. Progress meetings.
6. Pre-Construction conference.
7. Pre-installation conferences.
8. Project closeout activities.
1.04 PROJECT MEETINGS
A. Pre-Construction Meeting
1. A Pre-Construction Meeting will be scheduled as soon as possible after the award
of the contract. The Engineer's Representative will compile minutes of the meet-
ing,and will furnish a copy of the minutes to the Contractor and each person pre-
sent. The Contractor may make and distribute such other copies as he wishes.
2. Attendance: Contractor Project Manager, Job Superintendent and Job Foreman,
Owner, Engineer's Representative, manufacturer's representatives, installers of
related work and all other persons concerned with the installation and perfor-
mance. The Contractor shall also provide three (3) local telephone numbers,
which may be used to contact the Contractor or his authorized representative in
the event of an emergency after normal business hours.
3. Minimum Agenda: Organizational arrangement of Contractor's forces and per-
sonnel,and those of subcontractors,materials suppliers,and the Project Manager;
channels and procedures for communication; construction schedule, including
sequence of critical work; contract documents, including distribution of required
copies of Drawings and revisions; processing of Shop Drawings and other data
submitted to the Project Manager for review; rules and regulations governing
performance of the work and procedures for safety, first aid, security, quality
control,housekeeping and related matters.
B. Progress Meetings
1. The Contractor shall attend bi-monthly progress meetings for the purpose of in-
forming the Owner and the Engineer regarding the status of the project. The En-
gineer will compile minutes of the meeting, and will furnish a copy of the
minutes to the Contractor and each person present. The Contractor may make
and distribute such other copies as he wishes.
2. Attendance: Owner, Engineer, Contractor, Job Superintendent, material Suppli-
er, and Subcontractors, as appropriate. Each representative shall be thoroughly
familiar with the status of the project and shall be prepared to discuss and act up-
on any situations, which may arise. The time, date and location of these meet-
ings will be established during pre-construction conference. The Contractor shall
provide an updated job progress schedule at each weekly meeting.
3. Minimum Agenda: Review of work progress; field observations, problems, and
decisions; identification of problems which impede planned progress; mainte-
nance of progress schedule; corrective measures to regain projected schedules;
planned progress during succeeding work period; coordination of projected pro-
gress; maintenance of quality and work standards; processing of field decisions
and Change Orders; effect of proposed changes on progress, schedule, and coor-
dination;other business relating to work.
C. Substantial Completion Inspection Meeting
1. Scheduled by Owner and Engineer upon written notification of substantial com-
pletion of work from the Contractor.
Sebastian Corners Roof Replacement 01 31 00-2 Project Management and Coordination
2. Attendance: Owner,Engineer,Contractor,material manufacturer.
3. Minimum Agenda: Walkover inspection; verification of substantial completion;
identification of punch list items; identification of problems, which may impede
issuance of warranties.
4. Refer to Section 01 77 00 for other requirements.
D. Final Inspection Meeting
1. Scheduled by Owner and Engineer upon written notification of final completion
of work from the Contractor.
2. Attendance: Owner,Engineer,Contractor.
3. Minimum Agenda: Verification of final completion including the completion of
the punch list items.
4. Refer to Section 01 77 00 for other requirements.
1.05 REPORTS
A. Weekly Construction Reports: Prepare a weekly construction report recording the fol-
lowing information concerning events at Project site and Fax or email a copy to the Engi-
neer by noon on the following Monday:
1. Approximate daily count of personnel at Project Site.
2. Daily material deliveries.
3. Daily High and low temperatures and general weather conditions.
4. Accidents.
5. Unusual events.
6. Stoppages,delays,shortages,and losses.
7. Orders and requests of authorities having jurisdiction.
8. Change Orders received and implemented.
9. Change Directives received and implemented.
10. Daily Allowance and Unit Cost usage.
PART 2 PRODUCTS(NOT USED)
PART 3 EXECUTION(NOT USED)
END OF SECTION 01 31 00
Sebastian Corners Roof Replacement 01 31 00-3 Project Management and Coordination
SECTION 0133 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. This Section includes administrative and procedural requirements for submitting Shop
Drawings,Product Data, Samples,and other miscellaneous submittals.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section.
1.03 SUBMITTAL PROCEDURE
A. General: The Contractor is responsible for providing the submittals to the Engineer. Each
submittal must be accepted in writing prior to commencement of work.
B. Submission Requirements: Submit all required submittals electronically in pdf format to
the Engineer for review. The submittals will then be returned electronically to the
Contractor with comments. Final submittals will require written responses to all
Construction Document submittal comments.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as
specified below. Time for review shall commence on Engineer's receipt of submittal.
1. Initial Review: Allow 7 work days for initial review of submittals.
2. Allow 7 work days for processing each resubmittal.
3. No extension of the Contract Time will be authorized because of failure to
transmit submittals enough in advance of the Work to permit processing.
D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract
Documents on submittals and provide letter describing in detail any proposed changes,
substitutions, or deviations from the project or manufacturer's specifications. A written
explanation of why substitutions should be considered is required and shall be included
under the appropriate tab.
E. Transmittal and Identification: Package submittals appropriately and include a title page
and/or pdf bookmark for each numbered schedule of submittal item identified below.
Engineer will discard submittals received from sources other than Contractor. Include
Contractor's certification stating that information submitted complies with requirements
of the Contract Documents.
F. Use for Construction: Use only final submittals with mark indicating action taken by
Engineer in connection with construction.
1.04 SCHEDULE OF SUBMITTALS
A. The following submittal items shall be submitted electronically with a title page and/or
pdf bookmark for each submittal item to meet the requirements specified herein:
1. Emergency contact list including pager, mobile and home numbers of key
Sebastian Corners Roof Replacement 01 33 00-1 Submittal Procedures
Contractor and Subcontractor personnel, and office and mobile numbers of key
Owner and REI personnel.
2. Work schedule indicating start date, crew size, production rate, completion date,
etc.
3. Copy of Contractor's Certificate of Insurance
4. Copy of Construction Permits
5. Roof Manufacturer's Acknowledgement Form(Section 00 62 33)
6. Copy of all warranties indicated in Section 01 77 00 to meet the requirements of
their respective specification section
7. Letter describing in detail any proposed changes, substitutions, or deviations
from the project or manufacturer's specifications. A written explanation of why
substitutions should be considered is required.
8. Shop drawings or letter stating that the contractor will install materials as detailed
in the Contract Drawings unless properly authorized by the Engineer.
9. Steel Deck Repair/Securement(Section 05 31 23)
10. Rough Carpentry(Section 06 10 00)
11. Preparation for Reroofing(Section 07 01 50)
12. Roof Insulation(Section 07 22 16)
13. Thermoplastic Single Ply Roofing(Section 07 54 00)
14. Sheet Metal Flashing and Trim(Section 07 62 00)
15. Roof Accessories(Section 07 72 00)
16. Existing damaged/dysfunctional components documentation (videotape, photos,
etc.) including but not limited to; asphalt spills, windows, walls, sidewalks,
paving, ceilings, etc. Lack of submission prior to commencement of work
indicates Contractor has discovered no existing damaged components and takes
responsibility for any damages caused by operations.
17. Complete list of materials with Safety Data Sheets(SDS)
PART 2 PRODUCTS
2.01 SUBMITTALS
A. General: Prepare and submit Submittals required herein and by individual Specification
Sections.
B. Product Data: Collect information into a single submittal for each element of
construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard printed
data are not suitable for use,submit as Shop Drawings,not as Product Data.
2. Mark each copy of each submittal to show which products and options are
applicable.
3. Include the following information,as applicable:
a. Manufacturer's written recommendations.
b. Manufacturer's product specifications.
c. Manufacturer's installation instructions.
d. Manufacturer's catalog cuts.
e. Printed performance curves.
f. Operational range diagrams.
g. Compliance with recognized trade association standards.
h. Compliance with recognized testing agency standards.
C. Shop Drawings: Prepare Project-specific information,drawn accurately to scale. Do not
Sebastian Corners Roof Replacement 01 33 00-2 Submittal Procedures
base Shop Drawings on reproductions of the Contract Documents or standard printed
data.
1. Preparation: Include the following information, as applicable:
a. Dimensions.
b. Identification of products.
c. Fabrication and installation drawings.
d. Roughing-in and setting diagrams.
e. Shopwork manufacturing instructions.
f. Templates and patterns.
g. Schedules.
h. Notation of coordination requirements.
i. Notation of dimensions established by field measurement.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit
Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42
inches.
D. Contractor's Construction Schedule: Comply with requirements in Division 01.
E. Qualification Data: Prepare written information that demonstrates capabilities and
experience of firm or person. Include lists of completed projects with project names and
addresses,names and addresses of engineers and owners,and other information specified.
F. Product Certificates: Prepare written statements on manufacturer's letterhead certifying
that product complies with requirements.
G. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying
that Installer complies with requirements and, where required, is authorized for this
specific Project.
H. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead
certifying that manufacturer complies with requirements. Include evidence of
manufacturing experience where required.
Material Certificates: Prepare written statements on manufacturer's letterhead certifying
that material complies with requirements.
J. Material Test Reports: Prepare reports written by a qualified testing agency, on testing
agency's standard form, indicating and interpreting test results of material for compliance
with requirements.
K. Product Test Reports: Prepare written reports indicating current product produced by
manufacturer complies with requirements. Base reports on evaluation of tests performed
by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests
performed by a qualified testing agency.
L. Design Data: Prepare written and graphic information, including, but not limited to,
performance and design criteria,list of applicable codes and regulations,and calculations.
Include list of assumptions and other performance and design criteria and a summary of
loads. Include load diagrams if applicable. Provide name and version of software,if any,
used for calculations. Include page numbers.
Sebastian Corners Roof Replacement 01 33 00-3 Submittal Procedures
M. Manufacturer's Instructions: Prepare written or published information that documents
manufacturer's recommendations, guidelines, and procedures for installing or operating a
product or equipment. Include name of product and name, address, and telephone
number of manufacturer.
PART 3 EXECUTION
3.01 CONTRACTOR'S REVIEW
A. Review each submittal, check for compliance with the Contract Documents and note
corrections and field dimensions prior to submitting to Engineer.
3.02 ENGINEER'S ACTION
A. Submittals: Engineer will review each submittal, make marks to indicate corrections or
modifications required, and return it. Engineer will stamp each submittal item with an
action stamp and will mark stamp appropriately to indicate action taken.
B. Submittals not required by the Contract Documents will not be reviewed and may be
discarded.
END OF SECTION 0133 00
Sebastian Corners Roof Replacement 01 33 00-4 Submittal Procedures
SECTION 0140 00
QUALITY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. This Section includes administrative and procedural requirements for quality assurance and
quality control.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section.
1.03 DEFINITIONS
A. Quality-Assurance Services: Activities,actions,and procedures performed before and dur-
ing execution of the Work to guard against defects and deficiencies and ensure that pro-
posed construction complies with requirements.
B. Quality-Control Services: Tests, inspections, procedures, and related actions during and
after execution of the Work to evaluate that completed construction comply with require-
ments. Services do not include contract enforcement activities performed by Engineer.
C. Testing Agency: An entity engaged to perform specific tests,inspections,or both. Testing
laboratory shall mean the same as testing agency.
1.04 DELEGATED DESIGN
A. Performance and Design Criteria: Where professional design services or certifications by
a design professional are specifically required of Contractor by the Contract Documents,
provide products and systems complying with specific performance and design criteria in-
dicated.
1. If criteria indicated are not sufficient to perform services or certification required,
submit a written request for additional information to Engineer.
1.05 SUBMITTALS
A. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, li-
censes, certifications, inspection reports, releases,jurisdictional settlements, notices, re-
ceipts for fee payments,judgments, correspondence, records, and similar documents, es-
tablished for compliance with standards and regulations bearing on performance of the
Work.
1.06 QUALITY ASSURANCE
A. It is the intent under this contract that workmanship shall be of the best quality consistent
with the materials and construction methods specified. The presence or absence of the
Owner's or Engineer's representative shall in no way relieve the Contractor of his respon-
sibility to furnish materials and construction in full compliance with the drawings and spec-
ifications. The Owner and Engineer shall have the authority to judge the quality and require
Sebastian Corners Roof Replacement 01 40 00-1 Quality Requirements
replacement of unacceptable work or personnel at any time.
B. All contractors shall cooperate in the execution of their work and shall plan their work in
such manners as to avoid conflicting schedules or delay of work. If any part of a Contrac-
tor's work depends upon the work of another Contractor, defects, which may affect that
work, shall be reported to the Engineer in order that prompt inspection may be made and
defects corrected. Commencement of work by a Contractor where such condition exists
will constitute acceptance of the other Contractor's work as being satisfactory in all respects
to receive the work commenced, except defects, which may later develop. Work of all
trades under this contract shall be closely coordinated in such a manner as to obtain the
best possible workmanship for the entire project. All components of the work shall be
installed in accordance with the best practices of the particular trade. The General Con-
tractor is responsible to advise the Owner sufficiently in advance of operations to allow for.
assignment of personnel.
C. Materials or methods described by words which, when applied, have a well known tech-
nical or trade meaning will be held to refer to such recognized standard. Standard specifi-
cations or manufacturer's literature,when referenced,shall be of the latest revision or print-
ing unless otherwise stated, and are intended to establish the minimum requirements ac-
ceptable.
D. All materials shall be new, all materials and workmanship shall be in every respect in ac-
cordance with the best modern practice.
E. When special makes or grades of material which are normally packaged by the supplier or
manufacturer are specified or accepted,such materials shall be delivered to the site in orig-
inal packages or containers with seals unbroken and labels intact and shall not be opened
until inspected and approved by the Engineer. Contractor shall notify the Engineer prior
to such material's delivery.
F. The Contractor's Foreman or Superintendent to maintain one complete set of the contract
documents and approved submittals on the job site.
G. Contractor shall be responsible to correct deficiencies identified by Engineer and non-con-
forming work within 24 hours of receipt of notification, either verbally or written, and
submit a plan of action for addressing the deficiencies and non-conforming work. Further
tear-off or commencement of other work shall not occur until all deficiencies and non-
conforming work are properly addressed.
H. Installer Qualifications: A firm or individual experienced in installing,erecting,or assem-
bling work similar in material, design, and extent to that indicated for this Project, whose
work has resulted in construction with a record of successful in-service performance.
1. Acceptable Contractor:
a. Be certified in writing for a minimum of two years by the roofing materials
manufacturer to install the primary roofing products.
b. Have a minimum of five (5) years experience in installing the same or
similar materials specified under the same firm name as that submitting
the bid. If requested,submit a copy of firm's Articles of Incorporation to
verify years in business. Also all crew workers on site are to be experi-
enced and have a working knowledge of the system being installed.
c. Principals of the firm to have a minimum of ten(10)years experience in
the estimating, supervision, management and administration of a
Sebastian Corners Roof Replacement 01 40 00-2 Quality Requirements
contracting firm engaged in the application of building envelope involving
removal of the existing building envelope systems.
d. Licensed by state work is occurring in for the type and dollar amount of
work contemplated by these Contract Documents.
e. Never filed bankruptcy or filed for protection from creditors.
f. At any time during the construction and completion of work covered by
these Specifications, if the conduct of any workman of the various crafts
be determined unsuitable or a nuisance to the Owner or Engineer,or if the
workman be considered incompetent or detrimental to the work,the Con-
tractor shall order such party removed immediately from the grounds with
the person not returning at any time during the course of work on the pro-
ject.
g. During the performance of any work by the Contractor or subcontractors,
the Contractor shall provide for the entire length of the project a full time
onsite superintendent/representative meeting the following requirements:
i. For the purpose of these Specifications the designation"superin-
tendent"is hereby defined as the individual present on the job site
at all times while work is being performed, and whose primary
responsibility is to supervise and direct the performance of the
Work.
ii. The superintendent shall be in attendance at the project site at all
times during the progress of the work and his duties as superinten-
dent shall be limited to this project only. The superintendent shall
supervise and instruct workmen without engaging in the work pro-
cess. Should the superintendent be absent temporarily from the
project at any time,he shall designate a competent foreman to as-
sume duties. During the superintendent's absence the foreman
shall not engage in the work process but shall supervise and in-
struct only. Likewise,any communications given to the foreman
shall be as binding as if given to the Contractor.
iii. It shall be the superintendent's responsibility to communicate all
matters pertaining to the Work with the Owner and/or Engineer.
In case of emergency or safety,superintendent shall communicate
directly with the Owner and/or Engineer. No decisions regarding
changes in the Work will be made without the Owner's
knowledge.
iv. Decision making authority and ability.
v. Able to demonstrate knowledge of work being installed.
vi. Fluent in the English language(i.e.reading,writing and speaking).
vii. In possession of mobile telephone at all times.
viii.. Employed by the Contractor at least six months prior to project
commencement.
ix. Owner and Engineer approval.
x. No later than ten days prior to the pre-construction conference,
Contractor shall provide the Owner, in writing, the names of the
proposed project manager, job superintendent, and foreman for
approval. If he so determines, the Owner, without giving cause,
may request an additional name, or names, be submitted for ap-
proval. The Owner will notify the Contractor of his acceptance at
least 48 hours prior to the pre-construction conference.
xi. Once approved, the superintendent will not be changed except
with the consent of the Owner unless either prove to be unsatis-
factory to the Owner or Contractor, or cease to be in the
Sebastian Corners Roof Replacement 01 40 00-3 Quality Requirements
Contractor's employment.
xii. Promotion,transfer,or reorganization within the company will not
be an acceptable cause for reassignment of the superintendent.
xiii. The superintendent shall have had a minimum of five (5) years
continuous experience as a job superintendent.
Specialists: Certain sections of the Specifications require that specific construction activ-
ities shall be performed by entities who are recognized experts in those operations. Spe-
cialists shall satisfy qualification requirements indicated and shall be engaged for the ac-
tivities indicated.
J. Testing Agency Qualifications: An agency with the experience and capability to conduct
testing and inspecting indicated, as documented by ASTM E 548, and that specializes in
types of tests and inspections to be performed.
K. Fabricator Qualifications: A firm experienced in producing products similar to those indi-
cated for this Project and with a record of successful in-service performance, as well as
sufficient production capacity to produce required units.
L. Factory-Authorized Service Representative Qualifications: An authorized representative
of manufacturer who is trained and approved by manufacturer to inspect installation of
manufacturer's products that are similar in material, design, and extent to those indicated
for this Project.
1.07 QUALITY CONTROL
A. The authorized representatives and agents of Owner shall be permitted to inspect all work,
materials,payrolls,records of personnel,invoices of materials,and other relevant data and
records.
B. Owner Responsibilities: Where quality-control services are indicated as Owner's respon-
sibility,Owner will engage a qualified testing agency to perform these services.
1. Owner will furnish Contractor with names, addresses, and telephone numbers of
testing agencies engaged and a description of the types of testing and inspecting
they are engaged to perform.
2. Costs for retesting and reinspecting construction that replaces or is necessitated by
work that failed to comply with the Contract Documents will be charged to Con-
tractor.
C. Contractor's Responsibilities:
1. Repair and protection of work and materials are Contractor's responsibility.
2. Should any work or materials not conform with requirements of the Specifications
or become damaged during the progress of the work,such work or materials shall
be removed and replaced,together with any work disarranged by such alterations,
at any time before completion and acceptance of the project. All such work shall
be done at the expense of the Contractor.
3. Contractor will coordinate documents with manufacturer and perform such testing,
reporting,and communication incidental to provisions of the warranty procedures.
4. Inclement Weather
a. , In the event of temporary suspension of work as during inclement weather,
or whenever the Engineer shall direct,the Contractor will protect carefully
Sebastian Corners Roof Replacement 01 40 00-4 Quality Requirements
its work and materials against damage or injury from weather. If, in the
opinion of the Engineer, any work or materials have been damaged or in-
jured by reason of failure of the Contractor to protect its work,such mate-
rials shall be removed and replaced at the expense of the Contractor.
b. During inclement weather and temporary suspension of work, the Con-
tractor shall inspect the facility no later than 9:00 AM each day for leaks
and perform temporary repairs if necessary. Inspections shall be made
daily during extended periods of inclement weather. Upon arrival at the
facility, Superintendent shall immediately inform the Owner of his pres-
ence and purpose.
c. If Contractor does not inspect the facility by 9:00 AM on days of inclement
weather and there is one or more leaks attributable to the Work, at 9:15
AM the Owner shall exercise his right to contact an outside contractor to
perform temporary repairs as necessary to prevent damage to the building,
its contents and to minimize disruption. The Contractor shall reimburse
the outside contractor an equitable amount as determined solely by the
outside contractor. If the Contractor arrives at the project site after the
outside contractor has been contacted, but before temporary repairs are
made, the outside contractor shall be reimbursed the fixed amount of
$500.00,each occasion,for mobilization and/or travel expenses.
d. Should inclement weather occur after normal business hours Friday, Sat-
urday, and Sunday or holidays, Contractor shall make arrangements with
the Owner to provide access to the building to inspect for leaks. The
Owner shall be compensated for providing personnel for the service on an
hourly rate basis as determined solely by the Owner.
D. Manufacturer's Field Services: During construction and until substantial completion,man-
ufacturer's representative shall perform quality assurance site visits every ten working days
to ensure materials are being properly installed and as required to obtain the specified war-
ranty.
1. The first site visit shall be performed within the first three(3)days of operations.
2. Coordinate all site visits with Engineer. Submit reports of findings within one
week of inspection. Payment applications will be rejected until applicable reports
are received.
3. Inspections to be performed by an employee of the selected manufacturer that is
assigned full time to their technical services department. Sales personnel will not
be acceptable for this function and may result in rejection of the work installed that
does not fulfill this requirement.
4. Manufacturer's final inspections shall be performed only with REI personnel in
attendance. A minimum of seven days' written notice is required. Any manufac-
turer's final inspection conducted without REI personnel in attendance will be re-
peated at no additional cost to the Owner.
5. Any violation of this requirement will result in the removal of that manufacturer
for a period of not less than one year from the Engineer's accepted materials list.
E. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contrac-
tor's responsibility, provide quality-control services, including retesting and reinspecting,
for construction that revised or replaced Work that failed to comply with requirements
established by the Contract Documents.
F. Associated Services: Cooperate with agencies performing required tests, inspections,and
similar quality-control services, and provide reasonable auxiliary services as requested.
Notify agency sufficiently in advance of operations to permit assignment of personnel.
Sebastian Corners Roof Replacement 01 40 00-5 Quality Requirements
Provide the following:
1. Access to the Work.
2. Incidental labor and facilities necessary to facilitate tests and inspections.
3. Adequate quantities of representative samples of materials that require testing and
inspecting. Assist agency in obtaining samples.
4. Facilities for storage and field-curing of test samples.
5. Preliminary design mix proposed for use for material mixes that require control by
testing agency.
6. Security and protection for samples and for testing and inspecting equipment at
Project site.
PART 2 PRODUCTSED N T
( O USED)
PART 3 EXECUTION
3.01 REPAIR AND PROTECTION
A. General:a. On completion of testing, inspecting,sample taking,and similar services,repair
damaged construction and restore substrates and finishes.
1. Comply with the Contract Document requirements for Section 01 73 29-Cutting
and Patching.
B. Protect construction exposed byor for quality-control service activities.
P q h'
C. Repair and protection are Contractor's responsibility, regardless of the assignment of re-
sponsibility for quality-control services.
END OF SECTION 0140 00
Sebastian Corners Roof Replacement 0140 00-6 Quality Requirements
SECTION 0142 00
REFERENCES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Requirements relating to Referenced Standards.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section.
1.03 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Engineer's action on Contractor's submittals,applica-
tions, and requests, "approved" is limited to Engineer's duties and responsibilities as stat-
ed in the Conditions of the Contract.
C. "Directed": A command or instruction by Engineer. Other terms including "requested,"
"authorized," "selected," "approved," "required," and "permitted" have the same meaning
as"directed."
D. "Indicated": Requirements expressed by graphic representations or in written form on
Drawings, in Specifications, and in other Contract Documents. Other terms including
"shown," "noted," "scheduled,"and"specified"have the same meaning as"indicated."
E. "Regulations": Laws,ordinances,statutes,and lawful orders issued by authorities having
jurisdiction, and rules, conventions, and agreements within the construction industry that
controlP erformance of the Work.
F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly,
installation,and similar operations.
G. "Install": Operations at Project site including unloading, temporarily storing,unpacking,
assembling, erecting, placing, anchoring, applying, working to dimension, finishing, cur-
ing,protecting,cleaning,and similar operations.
H. "Provide": Furnish and install,complete and ready for the intended use.
I. "Installer": Contractor or another entity engaged by Contractor as an employee, Subcon-
tractor, or Sub-subcontractor,to perform a particular construction operation, including in-
stallation,erection,application,and similar operations.
1. Using a term such as "carpentry" does not imply that certain construction activi-
ties must be performed by accredited or unionized individuals of a corresponding
generic name,such as"carpenter." It also does not imply that requirements spec-
ified apply exclusively to trades people of the corresponding generic name.
J. "Experienced": When used with an entity, "experienced" means having successfully
Sebastian Corners Roof Replacement 01 42 00-1 References
completed a minimum of five previous projects similar in size and scope to this Project;
being familiar with special requirements indicated; and having complied with require-
ments of authorities having jurisdiction.
K. "Project Site": Space available for performing construction activities. The extent of Pro-
ject site is shown on Drawings and may or may not be identical with the description of
the land on which Project is to be built.
1.04 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent re-
quirements, applicable construction industry standards have the same force and effect as
if bound or copied directly into the Contract Documents to the extent referenced. Such
standards are made a part of the Contract Documents by reference.
B. Publication Dates: Comply with standards in effect as of date of the Contract Docu-
ments,unless otherwise indicated.
C. Conflicting Requirements: If compliance with two or more standards is specified and the
standards establish different or conflicting requirements for minimum quantities or quali-
ty levels, comply with the most stringent requirement. Refer uncertainties and require-
ments that are different, but apparently equal, to Engineer for a decision before proceed-
ing.
1. Minimum Quantity or Quality Levels: The quantity or quality level shown or
specified shall be the minimum provided or performed. The actual installation
may comply exactly with the minimum quantity or quality specified, or it may
exceed the minimum within reasonable limits. To comply with these require-
ments, indicated numeric values are minimum or maximum, as appropriate, for
the context of requirements. Refer uncertainties to Engineer for a decision before
proceeding.
D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and
acronyms are used in Specifications or other Contract Documents, they shall mean the
recognized name of the standards and regulations in the following list. Names,telephone
numbers, and Web site addresses are subject to change and are believed to be accurate
and up-to-date as of the date of the Contract Documents.
Accessibility Guidelines for Buildings and Facilities
Available from Access Board
www.access-board.gov
CFR Code of Federal Regulations
Available from Government Printing Office
www.access.gpo.gov/nara/cfr
FED-STD Federal Standard(See FS)
FS Federal Specification
Available from National Institute of Building Sciences
www.nibs.org
1.05 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or
other Contract Documents,they shall mean the recognized name of the entities in the fol-
lowing list. Names, telephone numbers, and Web site addresses are subject to change
Sebastian Corners Roof Replacement 01 42 00-2
p References
and are believed to be accurate and up-to-date as of the date of the Contract Documents.
AA Aluminum Association,Inc. (The)
www.aluminum.org
ACI American Concrete Institute/ACI International
www.aci-int.org
ACPA American Concrete Pipe Association
www.concrete-pipe.org
AGC Associated General Contractors of America(The)
www.agc.org
AHA American Hardboard Association
www.ahardbd.org
AI Asphalt Institute
www.asphaltinstitute.org
AIE American Institute of Engineers
www.aieonline.org
AISC American Institute of Steel Construction
www.aisc.org
AISI American Iron and Steel Institute
www.steel.org
AITC American Institute of Timber Construction
www.aitc-glulam.org
ALCA Associated Landscape Contractors of America
www.alca.org
ALSC American Lumber Standard Committee
www.alsc.org
ANLA American Nursery&Landscape Association
www.anla.org
ANSI American National Standards Institute
www.ansi.org
APA APA-The Engineered Wood Association
www.apawood.org
APA Architectural Precast Association
www.archprecast.org
ASCE American Society of Civil Engineers
www.asce.org
ASHRAE American Society of Heating,Refrigerating and
Air-Conditioning Engineers
www.ashrae.org
ASME ASME International(The American Society of
Mechanical Engineers International)
www.asme.org
ASTM ASTM International
International www.astm.org
AWI Architectural Woodwork Institute
www.awinet.org
AWPA American Wood-Preservers'Association
www.awpa.com
AWS American Welding Society
www.aws.org
BHMA Builders Hardware Manufacturers Association
www.buildershardware.com
BIA Brick Industry Association(The)
Sebastian Corners Roof Replacement 01 42 00-3 References
www.bia.org
CCFSS Center for Cold-Formed Steel Structures
www.umr.edu/-ccfss
CDA Copper Development Association Inc.
www.copper.org
CIMA Cellulose Insulation Manufacturers Association
www.cellulose.org
CISCA Ceilings&Interior Systems Construction Association
www.cisca.org
CISPI Cast Iron Soil Pipe Institute
www.cispi.org
CLFMI Chain Link Fence Manufacturers Institute
www.chainlinkinfo.org
CPA Composite Panel Association
(Formerly: National Particleboard Association)
www.pbmdf.com
CPPA Corrugated Polyethylene Pipe Association
www.cppa-info.org
CRSI Concrete Reinforcing Steel Institute
www.crsi.org
CSI Construction Specifications Institute(The)
www.csinet.org
DHI Door and Hardware Institute
www.dhi.org
EIMA EIFS Industry Members Association
www.eifsfacts.com
EJMA Expansion Joint Manufacturers Association,Inc.
www.ejma.org
FMG(FM) FM Global(Formerly: FM-Factory Mutual System)
www.fmglobal.com
GA Gypsum Association
www.gypsum.org
GANA Glass Association of North America
(Formerly: FGMA-Flat Glass Marketing Association)
www.glasswebsite.com/gana
HPVA Hardwood Plywood&Veneer Association
www.hpva.org
IGCC Insulating Glass Certification Council
www.igcc.org
IRC Indian River County
LGSI Light Gage Structural Institute
www.loseke.com
MBMA Metal Building Manufacturers Association
www.mbma.com
MCA Metal Construction Association
www.metalconstruction.org
MFMA Metal Framing Manufacturers Association
MIA Marble Institute of America
www.marble-institute.com
NAAMM National Association of Architectural Metal Manufacturers
www.naamm.org
NAIMA North American Insulation Manufacturers Association(The)
Sebastian Corners Roof Replacement 01 42 00-4 References
www.naima.org
NCMA National Concrete Masonry Association
www.ncma.org
NCPI National Clay Pipe Institute
www.ncpi.org
NECA National Electrical Contractors Association
www.necanet.org
NEMA National Electrical Manufacturers Association
www.nema.org
NETA InterNational Electrical Testing Association
www.netaworld.org
NFPA National Fire Protection Association
www.nfpa.org
NFRC National Fenestration Rating Council
www.nfrc.org
NGA National Glass Association
www.glass.org
NHLA National Hardwood Lumber Association
www.natlhardwood.org
NLGA National Lumber Grades Authority
www.nlga.org
NPA National Particleboard Association
(See CPA)
NRCA National Roofing Contractors Association
www.nrca.net
NRMCA National Ready Mixed Concrete Association
www.nrmca.org
NSA National Stone Association
www.aggregates.org
NTMA National Terra77o and Mosaic Association,Inc.
www.ntma.com
NWWDA National Wood Window and Door Association
(See WDMA)
PCI Precast/Prestressed Concrete Institute
www.pci.org
PDCA Painting and Decorating Contractors of America
www.pdca.com
PDI Plumbing&Drainage Institute
www.pdionline.org
RCSC Research Council on Structural Connections
www.boltcouncil.org
RMA Rubber Manufacturers Association
www.rma.org
SDI Steel Deck Institute
www.sdi.org
SDI Steel Door Institute
www.steeldoor.org
SGCC Safety Glazing Certification Council
www.sgcc.org
SIGMA Sealed Insulating Glass Manufacturers Association
www.sigmaonline.org/sigma
SJI Steel Joist Institute
www.steeljoist.org
Sebastian Corners Roof Replacement 01 42 00-5 References
SMACNA Sheet Metal and Air Conditioning Contractors'
National Association
www.smacna.org
SPFA Spray Polyurethane Foam Alliance
(Formerly: SPI/SPFD-The Society of the Plastics Industry,Inc.; Spray
Polyurethane Foam Division)
www.sprayfoam.org
SPI The Society of the Plastics Industry
www.plasticsindustry.org
SPIB Southern Pine Inspection Bureau(The)
www.spib.org
SPRI SPRI(Single Ply Roofing Institute)
www.spri.org
SSINA Specialty Steel Industry of North America
www.ssina.com
SSMA Steel Stud Manufacturers Association
(Formerly: ML/SFA-Metal Lath/Steel Framing Association)
www.ssma.com
SSPC SSPC: The Society for Protective Coatings
www.sspc.org
SWI Steel Window Institute
www.steelwindows.com
TCA Tile Council of America,Inc.
www.tileusa.com
TPI Truss Plate Institute
UL Underwriters Laboratories Inc.
www.ul.com
WDMA Window&Door Manufacturers Association
(Formerly: NWWDA-National Wood Window and
Door Association)
www.wdma.com
WMMPA Wood Moulding&Millwork Producers Association
www.wmmpa.com
WWPA Western Wood Products Association
www.wwpa.org
B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other
Contract Documents,they shall mean the recognized name of the entities in the following
list. Names,telephone numbers,and Web site addresses are subject to change and are be-
lieved to be accurate and up-to-date as of the date of the Contract Documents.
BOCA BOCA International,Inc.
www.bocai.org
IAPMO International Association of Plumbing and Mechanical
Officials(The)
www.iapmo.org
ICBO International Conference of Building Officials
www.icbo.org
ICC International Code Council
(Formerly: CABO-Council of American Building Officials)
www.inticode.org
SBCCI Southern Building Code Congress International,Inc.
www.sbcci.org
Sebastian Corners Roof Replacement 01 42 00-6 References
C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifi-
cations or other Contract Documents,they shall mean the recognized name of the entities
in the following list. Names, telephone numbers, and Web site addresses are subject to
change and are believed to be accurate and up-to-date as of the date of the Contract Doc-
uments.
CPSC Consumer Product Safety Commission
www.cpsc.gov
EPA Environmental Protection Agency
www.epa.gov
OSHA Occupational Safety&Health Administration
www.osha.gov
PART 2 PRODUCTS(NOT USED)
PART 3 EXECUTION(NOT USED)
END OF SECTION 0142 00
Sebastian Corners Roof Replacement 01 42 00-7 References
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. This Section includes requirements for temporary facilities and controls, including
temporary utilities, support facilities,and security and protection facilities.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Provide new materials. Undamaged, previously used materials in serviceable
condition may be used if approved by Engineer. Provide materials suitable for use
intended.
B. Portable Chain-Link Fencing: Minimum 2-inch 9-gage,galvanized steel,chain-link fabric
fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch-OD
line posts and 2-7/8-inch- OD corner and pull posts,with 1-5/8-inch- OD top and bottom
rails. Provide non-permanent bases for support.
C. Tarpaulins: Fire-resistive labeled with flame-spread rating of 15 or less.
D. Water: Potable.
E. Self-Contained Toilet Units: Single-occupant units of chemical, aerated recirculation, or
combustion type; vented; fully enclosed with a glass-fiber-reinforced polyester shell or
similar nonabsorbent material.
F. Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of
110- to 120-V plugs into higher-voltage outlets; equipped with ground-fault circuit
interrupters,reset button,and pilot light.
G. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing
agent as indicated or a combination of extinguishers of NFPA-recommended classes for
exposures.
1. Comply with NFPA 10 and NFPA 241 for classification,extinguishing agent,and
size required by location and class of fire exposure and the requirements of the
local Governing agency.
H. Lamps and Light Fixtures:Provide GFCI protected general service incandescent lamps of
wattage required for adequate illumination. Provide guard cages or tempered glass
enclosures where exposed to breakage. Provide exterior fixtures where exposed to
moisture.
I. Scaffolds: Scaffolds should be built in their entirety and not left unfinished or in an unsafe
condition. All scaffolds must be tagged to indicate the latest inspection. Scaffolds should
be tied into the structure as close to a 3:1 ratio as possible and repeated tie-ins shall follow
OSHA guidelines. All scaffolds shall have safe access with stairs being the first choice
over a ladder. Scaffolds should include netting on upper levels if there is any possibility
for materials to fall over the toe boards,per OSHA guidelines.
Sebastian Corners Roof Replacement 01 50 00-1 Temporary Facilities and Controls
PART 3 EXECUTION
3.01 TEMPORARY UTILITIES
A. Water Service: Water for construction purposes will be available from the Owner at no
charge. Contractor shall operate exterior hose bids only with properly fitted handles which
shall be removed at the end of each work day. Any damage to hose bids or hose bib stems
shall be repaired by Contractor. Hose bibs shall not be operated with pliers.
B. Electrical Power Service: Contractor shall provide portable generators for all electrical
power requirements.
C. Electric Distribution: Provide receptacle outlets adequate for connection of power tools
and equipment.
1. Provide waterproof connectors to connect separate lengths of electrical power
cords if single lengths will not reach areas where construction activities are in
progress. Do not exceed safe length-voltage ratio.
3.02 CONSTRUCTION FACILITIES
A. Temporary construction facilities shall include the following:
1. Field Office(if appropriate): prefabricated,mobile units or job-built construction
with lockable entrances and serviceable finishes including lights and utilities.
2. Sanitary Facilities: Provide temporary toilets,wash facilities,and drinking-water
fixtures. Comply with regulations and health codes for type, number, location,
operation, and maintenance of fixtures and facilities. Facilities will be located at
sites approved by Owner.
a. Disposable Supplies: Provide toilet tissue,paper towels,paper cups,and
similar disposable materials for each facility. Maintain adequate supply.
Provide covered waste containers for disposal of used material.
b. Toilets: Install self-contained toilet units. Shield toilets to ensure privacy.
c. Drinking-Water Facilities: Provide bottled-water,drinking-water units.
3. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate
to handle waste from construction operations at a location approved by the Owner.
Containerize and clearly label hazardous,dangerous,or unsanitary waste materials
separately from other waste. Comply with Division 1 Section "Execution
Requirements"for progress cleaning requirements. Use of Owner's waste disposal
facilities is not acceptable.
a. If required by authorities having jurisdiction,provide separate containers,
clearly labeled,for each type of waste material to be deposited.
3.03 VEHICULAR ACCESS AND PARKING
A. Parking for Contractor vehicles may be available only in the approved Set-up and Staging
area. No other vehicle parking on site will be allowed.
3.04 TEMPORARY BARRIERS AND ENCLOSURES
A. Contractor shall provide temporary barriers and enclosures for protection from exposure,
foul weather, construction operations and other activities. Contractor is responsible for
protecting buildings and grounds from damages during construction.
Sebastian Corners Roof Replacement 01 50 00-2 Temporary Facilities and Controls
B. Contractor shall provide environmental protection by methods that comply with
environmental regulations and that minimize possible air, waterway, and subsoil
contamination or pollution or other undesirable effects.
C. Contractor shall provide storm water controls sufficient to prevent flooding from heavy
rain.
D. Contractor shall provide 6' chain link fencing with lockable gates and green mesh to
completely enclose the materials storage and staging area.
3.05 TEMPORARY CONTROLS
A. Contractor shall provide security controls to protect work and materials at the project site.
3.06 PROJECT SIGNS
A. Contractor shall provide temporary signs to provide information to building occupants
directing them away for construction operations.
END OF SECTION 0150 00
Sebastian Corners Roof Replacement 01 50 00-3 Temporary Facilities and Controls
SECTION 0173 29
CUTTING AND PATCHING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. This Section includes procedural requirements for cutting and patching.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section.
1.03 DEFINITIONS
A. Cutting: Removal of existing construction necessary to permit installation or perfor-
mance of other Work.
B. Patching: Fitting and repair work required to restore surfaces to original conditions after
installation of other Work.
1.04 QUALITY ASSURANCE
A. Engineer's Approval: Obtain approval of cutting and patching before cutting and patch-
ing. Approval does not waive right to later require removal and replacement of unsatis-
factory work.
B. Structural Elements: Do not cut and patch structural elements in a manner that could
change their load-carrying capacity or load-deflection ratio. Where cutting and patching
involve adding reinforcement to structural elements, submit details and engineering cal-
culations sealed by a licensed Engineer in the state of the project showing integration of
reinforcement with original structure.
C. Operational Elements: Do not cut and patch operating elements and related components
in a manner that results in reducing their capacity to perform as intended or that result in
increased maintenance or decreased operational life or safety.
D. Miscellaneous Elements: Do not cut and patch the following elements or related compo-
nents in a manner that could change their load-carrying capacity that results in reducing
their capacity to perform as intended,or that result in increased maintenance or decreased
operational life or safety.
E. Visual Requirements: Do not cut and patch construction in a manner that results in visual
evidence of cutting and patching. Do not cut and patch construction exposed on the exte-
rior or in occupied spaces in a manner that would, in the Engineer's opinion, reduce the
building's aesthetic qualities. Remove and replace construction that has been cut and
patched in a visually unsatisfactory manner.
F. Cutting and Patching Conference: If extensive cutting and patching is required, before
proceeding, meet at Project site with parties involved in cutting and patching, including
mechanical and electrical trades. Review areas of potential interference and conflict.
Coordinate procedures and resolve potential conflicts before proceeding.
Sebastian Corners Roof Replacement 01 73 29-1 Cutting and Patching
1.05 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or
damaged during cutting and patching operations, by methods and with materials so as not
to void existing warranties.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Comply with requirements specified in other Sections of these Specifications.
B. Existing Materials: Use materials identical to existing materials. For exposed surfaces,
use materials that visually match existing adjacent surfaces to the fullest extent possible.
1. If identical materials are unavailable or cannot be used, use materials that, when
installed,will match the visual and functional performance of existing materials.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which cutting and patching
are to be performed.
1. Compatibility: Before patching,verify compatibility with and suitability of sub-
strates, including compatibility with existing finishes or primers.
2. Proceed with installation only after unsafe or unsatisfactory conditions have been
corrected.
3.02 PREPARATION
A. Temporary Support: Provide temporary support of Work to be cut.
B. Protection: Protect existing construction during cutting and patching to prevent damage.
Provide protection from adverse weather conditions for portions of Project that might be
exposed during cutting and patching operations.
C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free
passage to adjoining areas.
D. Existing Services: Where existing services are required to be removed, relocated, or
abandoned, bypass such services before cutting to minimize interruption of services to
occupied areas.
3.03 PERFORMANCE
A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting
and patching at the earliest feasible time, and complete without delay.
1. Cut existing construction to provide for installation of other components or per-
formance of other construction,and subsequently patch as required to restore sur-
faces to their original condition.
B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and
Sebastian Corners Roof Replacement 01 73 29-2 Cutting and Patching
similar operations, including excavation, using methods least likely to damage elements
retained or adjoining construction.
1. In general, use hand or small power tools designed for sawing and grinding, not
hammering and chopping. Cut holes and slots as small as possible, neatly to size
required,and with minimum disturbance of adjacent surfaces. Temporarily cover
openings when not in use.
2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into
concealed surfaces.
3. Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a
diamond-core drill.
4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions
to be removed. Cap,valve, or plug and seal remaining portion of pipe or conduit
to prevent entrance of moisture or other foreign matter after cutting.
5. Proceed with patching after construction operations requiring cutting are com-
plete.
C. Patching: Patch construction by filling,repairing,refinishing, closing up, and similar op-
erations following performance of other Work. Patch with durable seams that are as in-
visible as possible. Provide materials and comply with installation requirements speci-
fied in other Sections of these Specifications.
1. Inspection: Where feasible, test and inspect patched areas after completion to
demonstrate integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish
restoration into retained adjoining construction in a manner that will eliminate
evidence of patching and refinishing.
3. Floors and Walls: Where walls or partitions that are removed extend from one
finished area into another, patch and repair floor and wall surfaces in the new
space. Provide an even surface of uniform finish, color, texture, and appearance.
Remove existing floor and wall coverings and replace with new materials, if nec-
essary,to achieve uniform color and appearance.
a. Where patching occurs in a painted surface, apply primer and intermedi-
ate paint coats over the patch and apply final paint coat over entire un-
broken surface containing the patch. Provide additional coats until patch
blends with adjacent surfaces.
4. Exterior Building Enclosure: Patch components in a manner that restores enclo-
sure to a weather tight condition.
5. Ceilings: Patch, repair, or re-hang existing ceilings as necessary to provide an
even-plane surface of uniform appearance.
D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely
remove paint,mortar,oils,putty and similar materials.
END OF SECTION 0173 29
Sebastian Corners Roof Replacement 01 73 29-3 Cutting and Patching
SECTION 0174 00
CLEANING AND WASTE MANAGEMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. The Owner has established that this Project shall include proactive measures for waste
management participation by all parties to the contract.
1. The purpose of this program is to ensure that during the course of the Project all
diligent means are employed to pursue practical and economically feasible waste
management and recycling options.
2. Upon award, each subcontractor shall be required to furnish documentation from
suppliers or manufacturers regarding waste management and recycling options
for those products and procedures furnished.
3. Waste disposal to landfills shall be minimized.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section.
1.03 DEFINITIONS
A. Waste: Any material that has reached the end of its intended use. Waste includes
salvageable,returnable,recyclable and reusable material.
B. Construction waste: Solid wastes including, but not limited to, building materials,
packaging materials,debris and trash resulting from construction operations.
C. Salvage: To remove a waste material from the Project site to another site for resale or
reuse by others.
D. Hazardous waste: Any material or byproduct of construction that is regulated by the
Environmental Protection Agency and that may not be disposed in any landfill or other
waste end-source without adherence to applicable laws.
E. Trash:Any product or material unable to be returned,reused,recycled or salvaged.
F. Landfill:Any public or private business involved in the practice of trash disposal.
G. Waste Management Plan: A Project-related plan for the collection, transportation, and
disposal of the waste generated at the construction site.
PART 2 PRODUCTS
2.01 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or
fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially
hazardous to health or property or that might damage finished surfaces.
PART 3 EXECUTION
Sebastian Corners Roof Replacement 01 74 00-1 Cleaning and Waste Management
3.01 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Coordinate
progress cleaning for joint-use areas where more than one installer has worked. Enforce
requirements strictly. Dispose of materials in a legal manner.
1. Comply with requirements in NFPA 241 for removal of combustible waste
materials and debris.
2. Do not hold materials more than 7 days during normal weather or 3 days if the
temperature is expected to rise above 80 deg F.
3. Containerize hazardous and unsanitary waste materials separately from other
waste. Mark containers appropriately and dispose of legally, according to
regulations.
B. Site: Maintain Project site free of waste materials and debris.
C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary
for proper execution of the Work.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work,broom-clean or vacuum
the entire work area,as appropriate.
D. Installed Work: Keep installed work clean. Clean installed surfaces according to written
instructions of manufacturer or fabricator of product installed, using only cleaning
materials specifically recommended. If specific cleaning materials are not recommended,
use cleaning materials that are not hazardous to health or property and that will not
damage exposed surfaces.
E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom
from damage and deterioration at time of Final Acceptance.
G. Cutting and Patching: Clean areas and spaces where cutting and patching are performed.
Completely remove paint,mortar,oils,putty,and similar materials.
1. Thoroughly clean piping, conduit, and,similar features before applying paint or
other finishing materials. Restore damaged pipe covering to its original
condition.
H. Waste Disposal: Burying or burning waste materials on-site will not be permitted.
Washing waste materials down sewers or into waterways will not be permitted.
I. During handling and installation, clean and protect construction in progress and adjoining
materials already in place. Apply protective covering where required to ensure protection
from damage or deterioration at Final Acceptance.
J. Clean and provide maintenance on completed construction as frequently as necessary
through the remainder of the construction period. Adjust and lubricate operable
components to ensure operability without damaging effects.
K. Limiting Exposures: Supervise construction operations to assure that no part of the
construction completed or in progress, is subject to harmful, dangerous, damaging, or
Sebastian Corners Roof Replacement 01 74 00-2 Cleaning and Waste Management
otherwise deleterious exposure during the construction period.
3.02 CONSTRUCTION WASTE MANAGEMENT PLAN
A. Waste Management Plan shall include the following:
1. Solid Waste Disposal and Diversion document.
a. Identification of materials recycled.
b. Identification of materials landfill.
c. Identification of hazardous wastes and disposal.
2. Locations of sorting and waste storage facilities on Site Plan of project.
3. Final documentation of subcontractor/supplier waste management/recycling data.
4. Final documentation of hazardous waste disposal plan.
B. Construction Waste Management Plan Implementation:
1. The Contractor shall designate an on-site party (or parties) responsible for
instructing workers and overseeing and documenting the Waste Management
Plan.
2. The"Summary of Construction Waste/Recycling" shall be completed each month
and submitted as part of Application for Payment.
a. All materials identified in the Summary shall be reported by weight.
b. Where weight is not applicable,Contractor shall report materials by units
applicable to material recipient.
c. Contractor shall procure receipts or other validation of waste
management procedures and include them as part of the submittal.
3. The Contractor shall distribute copies of the "Summary of Construction
Waste/Recycling" to the Consultant, Owner and each subcontractor involved in
the plan.
4. The Contractor shall provide on-site instruction of appropriate separation,
handling, and recycling, salvage, reuse and return methods to be used by all
parties at appropriate stages of the Work.
5. Separation facilities:
a. Contractor shall define specific areas to facilitate separation of materials
for recycling,salvage,re-use or return.
b. Recycle and waste bin areas are to be maintained in an orderly manner
and clearly marked to avoid contamination of materials.
c. Do not mix recyclable materials.
d. Store hazardous wastes in secure areas.
6. Hazardous wastes:
a. Hazardous wastes shall be separated, stored and disposed of in
accordance with local and EPA regulations and additional criteria listed
below:
i. Building products manufactured with PVC or containing
chlorinated compounds shall not be incinerated.
ii. Disposal of fluorescent tubes to open containers is not permitted.
iii. Unused fertilizers shall not be co-mingled with construction
waste.
Sebastian Corners Roof Replacement 01 74 00-3 Cleaning and Waste Management
C. Program profits:
1. All profits from recycling of construction waste shall be granted to the
Contractor.
3.03 FINAL CLEANING
A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to
comply with local laws and ordinances and Federal and local environmental and
antipollution regulations.
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.
Clean each surface or unit to condition expected in an average commercial building
cleaning and maintenance program. Comply with manufacturer's written instructions.
1. Complete the following cleaning operations before requesting inspection for
certification of Final Acceptance.
a. Clean Project site, yard, and grounds, in areas disturbed by construction
activities, including,waste material, litter,and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains,
and other foreign deposits.
c. Remove tools, construction equipment, machinery, and surplus material
from Project site.
d. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free
condition, free of stains, films, and similar foreign substances. Avoid
disturbing natural weathering of exterior surfaces. Restore reflective
surfaces to their original condition.
e. Remove debris and surface dust from roofs and walls.
f. Clean transparent materials and glass in windows. Remove glazing
compounds and other noticeable, vision-obscuring materials. Replace
chipped or broken glass and other damaged transparent materials.
g. Remove labels that are not permanent.
h. Touch up and otherwise repair and restore marred, exposed finishes and
surfaces. Replace finishes and surfaces that cannot be satisfactorily
repaired or restored or that already show evidence of repair or
restoration.
i. Wipe surfaces of mechanical and electrical equipment and similar
equipment. Remove excess foreign substances.
j. Replace parts subject to unusual operating conditions.
k. Leave Project clean and ready for occupancy.
C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury
debris or excess materials on Owner's property. Do not discharge volatile, harmful, or
dangerous materials into drainage systems. Remove waste materials from Project site
and dispose of lawfully.
END OF SECTION 01 74 00
Sebastian Corners-Roof Replacement 01 74 00-4 Cleaning and Waste Management
SECTION 0177 00
CLOSEOUT PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. This Section includes administrative and procedural requirements for contract closeout,
including,but not limited to,the following:
1. Inspection Procedures.
2. Project Record Documents.
3. Warranties.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section.
P
1.03 SUBSTANTIAL COMPLETION
A. The Contractor shall submit written certification to the Engineer that the Project is sub-
stantially complete along with the following:
1. Prepare a list of items to be completed and corrected (Contractor's punch list),
the value of items on the list,and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Obtain and submit releases permitting Owner unrestricted use of the Work and
access to services and utilities. Include occupancy permits,operating certificates,
and similar releases.
4. Terminate and remove temporary facilities from Project site, along with
mockups,construction tools,and similar elements.
5. Advise Owner of changeover in heat and other utilities.
6. Submit changeover information related to Owner's occupancy, use, operation,
and maintenance.
7. Complete final cleaning requirements, including touchup painting.
8. Touch up and otherwise repair and restore marred exposed finishes to eliminate
visual defects.
B. Substantial Completion Inspection: On receipt of written substantial completion certifi-
cation, the Engineer will make a substantial completion inspection within seven(7) days
after receipt of certification.
1. Should the Engineer consider the Work not substantially complete, he will im-
mediately notify the Contractor, in writing, stating the reasons. The Contractor
shall complete the Work and send a second written notice to the Engineer, certi-
fying the Project is substantially complete, at which time the Engineer will re-
inspect the work.
2. Should the Engineer consider the Work substantially complete, Engineer will no-
tify Owner and include a list of items to be completed or corrected(Punch List).
3. A punch list of items will be prepared for correction and completion before the
Final Inspection. The Contractor shall complete the punch list items within fif-
teen(15)days of the punch list inspection. If the Contractor fails to complete the
Sebastian Corners Roof Replacement 01 77 00-1 Closeout Procedures
punch list within this period, the Owner will have the right to impose liquidated
damages in the amount of one thousand two hundred forty one ($1,241.00) dol-
lars for each consecutive day until all of the items are completed.
1.04 FINAL COMPLETION
A. Preliminary Procedures: Before requesting final inspection for determining date of Final
Completion,complete the following:
1. Submit signed copy of Engineer's inspection list of items to be completed or cor-
rected (punch list). The certified copy of the list shall state that each item has
been completed or otherwise resolved for acceptance.
2. Submit evidence of fastener pull tests to building department for archival.
3. Submit evidence of final, continuing insurance coverage complying with insur-
ance requirements.
4. Instruct Owner's personnel in operation, adjustment, and maintenance of prod-
ucts,equipment,and systems.
B. Final Inspection: The submission of the signed punch list constitutes as written request
for final inspection for acceptance. On receipt of request, Engineer along with the Own-
er's Representative will conduct a final inspection within seven(7)days of receipt of cer-
tification.
1. Should the Engineer consider that the Work is finally complete in accordance
with requirements of the Contract Documents, he will request the Contractor to
make Project Closeout Submittals.
2. Should the Engineer consider that the Work is not finally complete,he will notify
the Contractor, in writing,stating the reasons.
3. The Contractor shall take immediate steps to remedy the stated deficiencies, and
send a second written notice to the Engineer certifying that the Work is complete,
at which time the Engineer will re-inspect the Work.
1.05 PROJECT RECORD DOCUMENTS
A. General: Do not use Project Record Documents for construction purposes. Protect Pro-
ject Record Documents from deterioration and loss. Provide access to Project Record
Documents for Engineer's reference during normal working hours.
1. The Contractor shall submit all required record documents and warranties within
thirty (30) days of the punch list inspection. If the Contractor fails to properly
submit all required items within this period, the Owner will have the right to im-
pose liquidated damages in the amount of one thousand two hundred forty one
($1,241.00) dollars for each consecutive day until all of the items are properly
submitted.
B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of
Contract Drawings and Shop Drawings.
1. Mark Record Prints to show the actual installation where installation varies from
that shown originally. Require individual or entity who obtained record data,
whether individual or entity is Installer, subcontractor, or similar entity, to pre-
pare the marked-up Record Prints.
a. Give particular attention to information on concealed elements that can-
Sebastian Corners Roof Replacement 01 77 00-2 Closeout Procedures
not be readily identified and recorded later.
b. Record data as soon as possible after obtaining it. Record and check the
markup before enclosing concealed installations.
2. Mark record sets with erasable, red-colored pencil. Use other colors to distin-
guish between changes for different categories of the Work at the same location.
3. Note Construction Change Directive numbers, Change Order numbers, alternate
numbers,and similar identification where applicable.
4. Identify and date each Record Drawing; include the designation "PROJECT
RECORD DRAWING" in a prominent location. Organize into manageable sets;
bind each set with durable paper cover sheets. Include identification on cover
sheets.
C. Record Specifications: Submit one copy of Project's Specifications, including addenda
and contract modifications. Mark copy to indicate the actual product installation where
installation varies from that indicated in Specifications, addenda, and contract modifica-
tions.
1. Give particular attention to information on concealed products and installations
that cannot be readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials,
and equipment furnished,including substitutions and product options selected.
3. Note related Change Orders and Record Drawings,where applicable.
D. Miscellaneous Record Submittals: Assemble miscellaneous records required by other
Specification Sections for miscellaneous record keeping and submittal in connection with
actual performance of the Work. Bind or file miscellaneous records and identify each,
ready for continued use and reference. The following items shall be submitted, not lim-
ited to:
1. Completed and signed Engineer's Punch List
2. Copy of Manufacturer's Final Inspection Report
3. Fastener Pull Tests
4. Landfill Charge Tickets
5. Asbestos Disposal Manifests(If Applicable)
6. Certificate of Occupancy(If Applicable)
1.06 WARRANTIES
A. Thermoplastic Single Ply Roofing System warranty as outlined in Section 07 54 00.
B. Pre-finished Sheet Metal finish warranty as outlined in Section 07 62 00.
C. Contractor's five (5) year warranty on their company letterhead using sample contained
in the Project Manual.
1. Contractor will be required to attend two post construction field inspections: the
first no earlier than twenty -three (23)months and no later than twenty-four(24)
months after the date of Final Completion and the second no earlier than fifty-
nine (59) months and no later than sixty(60) months. Contractor shall complete
any corrective action requested by Owner,Engineer, or Manufacturer at no addi-
tional cost to the Owner.
D. Contractor's Asbestos-Free Warranty on their company letterhead using sample con-
•
Sebastian Corners Roof Replacement 01 77 00-3 Closeout Procedures
tained in the Project Manual.
PART 2 PRODUCTS(NOT USED)
PART 3 EXECUTION(NOT USED)
END OF SECTION 01 77 00
Sebastian Corners Roof Replacement 01 77 00-4 Closeout Procedures
SECTION 05 3123
STEEL ROOF DECK REPAIR/SECUREMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Inspection, evaluation and remediation of existing steel roof deck. Remediation shall
consist of the following:
1. Repair of surface rust and through holes in steel decking.
.
2. Replacement of damaged or deteriorated steel decking.
P g
B. Provide mechanical fasteners to secure steel decking to steel framing and to secure deck
side and end laps.
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section,including but not limited to:
1. Rough Carpentry Section 06 10 00
2. Preparation for Reroofing Section 07 01 50
3. Roof Insulation Section 07 22 16
4. Thermoplastic Single Ply Roofing Section 07 54 00
1.02 REFERENCES
A. American Iron and Steel Institute (AISI) Standard-North American Specification for the
Design of Cold-Formed Steel Structural Members,2001 Edition with Supplement 2004.
B. Steel Deck Institute, Inc. (SDI) Design Manual for Composite Decks, Form Decks, and
Roof Decks(No. 31,2007).
C. American Institute of Steel Construction(AISC)Steel Construction Manual, 14th Edition.
D. FM Global Data Sheet 1-28 Wind Loads to Roof Systems(Revised January 2000).
E. American Welding Society(ANSI/AWS)D1.3 Structural Welding Code/Sheet Steel—98
Structural Welding Code—Sheet Steel.
F. ASTM International
1. A653 (A653M)-06 Standard Specification for Steel Sheet, Zinc-Coated
(Galvanized) or Zinc-Iron Alloy - Coated (Galvannealed) by the Hot-Dip
Process.
2. A924 (A924M)-06 Standard Specification for General Requirements for Steel
Sheet,Metallic Coated by the Hot-Dip Process.
3. A 108-07 Standard Specification for Steel Bar,Carbon and Alloy,Cold-Finished.
1.03 SUBMITTALS
A. Refer to Section 01 33 00-Submittal Procedures.
B. Manufacturer's Product Data Sheets for all materials specified certifying material
Sebastian Corners Roof Replacement 05 31 23-1 Steel Roof Deck Repair and Securement
complies with all specified requirements.
C. Latest edition of the Manufacturer's current material specifications and installation
instructions.
1.04 QUALITY ASSURANCE
A. Meticulous attention to the detail of installation and workmanship shall be provided to
ensure the assemblage of products in the highest grade of excellence by skilled craftsmen
of the trade.
PART 2 PRODUCTS
2.01 MATERIALS
A. Roof deck replacement/repair: Products specified are for establishing the type, design,
and quality required.
1. Roof Deck: FM Approved or UL listed 22 gauge minimum; factory primed steel
profile to conform to existing deck profile at end and side laps.
2. Roof Deck Fasteners:
a. Deck-to-structural steel: Fasteners shall be FM Approved, self-drilling
deck fasteners of length and type as required by fastener manufacturer
for thickness of structural steel. Acceptable manufacturers include:
i. ITW Buildex Corp. 12-24 Tek 5
ii. SFS Intec Impax 12-24 SD5
iii. Blazer 1/4-20 DP5
b. Deck-to-deck side lap fasteners: Fasteners shall be FM Approved self-
drilling deck side lap fasteners of length and type as required by fastener
manufacturer for thickness of steel deck. Acceptable manufacturers
include:
i. ITW Buildex Corp. 10-16 Tek 3
ii. SFS Intec#10-16 SD3
iii. Blazer#10-16 DP3
3. Deck Repair Coating: Shall be high solids, low VOC, self-priming epoxy
coating for use on steel structures such as:
a. Amerlock 400 as manufactured by Ameron International
b. Bar-Rust 231 as manufactured by Devoe
c. High Build Epoxy Mastic as manufactured by Duron
d. P45 Epoxy Mastic Coating as manufactured by Benjamin Moore&Co.
4. Deck Repair Plates: Shall be galvanized steel plates of thickness indicated.
Plates shall be sized to extend a min. 8" beyond the through hole in existing
decking on all sides with plate edges resting completely on a rib.
PART 3 EXECUTION
3.01 INSPECTION
A. Contractor shall inspect roof deck in work areas noted on roof plan. Notify engineer of
Sebastian Corners Roof Replacement 05 31 23-2, Steel Roof Deck Repair and Securement
additional damaged decking,or damaged structural elements.
B. Before removing decking, cutting decking or fastening decking, the Contractor shall
inspect interior conditions under the deck to prevent cutting or damaging the joists,
electrical conduit, sprinkler piping, fixtures and utilities. The Contractor shall ensure
conditions are satisfactory before proceeding with the work, and continuously monitor
interior and exterior work conditions during demolition and construction operations.
C. Commencement of work signifies Contractor's acceptance of conditions. Any defects in
roofing work resulting from such accepted conditions shall be corrected to Engineer's
satisfaction at no additional expense.
D. The following descriptions indicate roof deck corrosion levels by degree. All roof deck
areas are to be inspected and assessed a roof deck corrosion level of 1 through 5.
Following the assessment, the appropriate Remediation Methods shall be conducted.
Remediation methods shall follow the deck corrosion level descriptions.
1. Degree#1
a. Red rust on top flange.
b. Dark brown rust scaling ontop flange.
c. Dark brown rust scale removed by scraping/wire brushing to indicate
minor pitting of the metal surface.
d. Deck flutes discolored.
2. Degree#2
a. Red rust present on any of the deck surface.
b. Dark brown rust scale present on any of the deck surface.
c. Entire deck sections (flanges and flutes) have been or can be readily
removed during examination or areas of decking are missing, up to 8" in
any one direction.
3. Degree#3
a. Red rust present on any of the deck surface.
b. Dark brown rust scale present on any of the deck surface.
c. Entire deck sections (flanges and/or flutes) have been or can be readily
removed during examination or areas of decking are missing, from 8"to
13"in any one dimension.
4. Degree#4
a. Red rust present on any of the deck surface.
b. Dark brown rust scale present on any of the deck surface.
c. Entire deck sections (flanges and/or flutes) have been or can be readily
removed during examination or areas of decking are missing,from 13"to
24"in any one dimension.
5. Degree#5
a. Red rust present on any of the deck surface.
b. Dark brown rust scale present on any of the deck surface.
c. Entire deck sections (flanges and/or flutes) have been or can be readily
removed during examination or areas of decking are missing, 24" or
Sebastian Corners Roof Replacement 05 31 23-3 Steel Roof Deck Repair and Securement
greater in any one dimension.
3.02 PREPARATION
A. Completely remove and/or vacuum debris from deck surface and ribs to allow for
inspection of existing deck,and to fasten existing and new decking.
B. Remove and properly dispose of all damaged decking (Corrosion Degree Level 5) and
back-out/remove deck fasteners in the repair area.
C. Contractor shall take all necessary precautions to prevent debris from entering building
space,and coordinate operations with Engineer and Owner.
D. Contractor shall provide temporary protection of building interior and contents to prevent
damage.
3.03 STEEL DECK REMEDIATION
A. Corrosion Degree 1:
1. Remove all loose dirt, rust, moisture, grease or other contaminants from the
surface with a power wire brush.
2. Vacuum the roof deck surface clean.
3. Properly mix deck repair coating according to manufacturer's recommendations.
4. Do not mix more material than can be used in the materials expected pot life.
5. Material should be from 50°F to 90° F for optimum application.
6. Brush or roller apply deck repair coating as recommended by manufacturer.
7. Allow coating to dry a minimum of 30 minutes. Coating shall be dry to touch
before roof insulation is installed.
B. Corrosion Degree 2:
1. Remove all loose dirt, rust, moisture, grease or other contaminants from the
surface with a power wire brush.
2. Vacuum the roof deck surface clean.
3. Mechanically attach 18 ga deck repair plate to deck ribs with deck to side lap
fasteners 8"on center maximum or a minimum of 2 screws per side.
4. Properly mix deck repair coating according to manufacturer's recommendations.
5. Do not mix more material than can be used in the materials expected pot life.
6. Material should be from 50°F to 90° F for optimum application.
7. Brush or roller apply deck repair coating as recommended by manufacturer.
8. Allow coating to dry a minimum of 30 minutes. Coating shall be dry to touch
before roof insulation is installed.
C. Corrosion Degree 3:
1. Remove all loose dirt, rust, moisture, grease or other contaminants from the
surface with a power wire brush.
2. Vacuum the roof deck surface clean.
3. Mechanically attach 16 ga deck repair plate to deck ribs with deck to side lap
fasteners 8"on center maximum or a minimum of 2 screws per side.
4. Properly mix deck repair coating according to manufacturer's recommendations.
5. Do not mix more material than can be used in the materials expected pot life.
6. Material should be from 50°F to 90° F for optimum application.
7. Brush or roller apply deck repair coating as recommended by manufacturer.
Sebastian Corners Roof Replacement 05 31 23-4 Steel Roof Deck Repair and Securement.
8. Allow coating to dry a minimum of 30 minutes. Coating shall be dry to touch
before roof insulation is installed.
D. Corrosion Degree 4:
1. Remove all loose dirt, rust, moisture, grease or other contaminants from the
surface with a power wire brush.
2. Vacuum the roof deck surface clean.
3. Mechanically attach 1/8"thick deck repair plate to deck ribs with deck to side lap
fasteners 8"on center maximum or a minimum of 2 screws per side.
4. Properly mix deck repair coating according to manufacturer's recommendations.
5. Do not mix more material than can be used in the materials expected pot life.
6. Material should be from 50° F to 90° F for optimum application.
7. Brush or roller apply deck repair coating as recommended by manufacturer.
8. Allow coating to dry a minimum of 30 minutes. Coating shall be dry to touch
before roof insulation is installed.
E. Corrosion Degree 5:
1. Examine underside of steel deck for anyconduit located directlybelow the deck
surface, anything suspended or fastened to the deck surface, etc. If necessary,
detach all objects from the bottom side of the deck to be removed.
2. Anydeck meetingCorrosion Degree 5 shall be removed in its entirety.
g h'
3. Provide roof deck where existing is removed.
4. Overlap all deck end laps no less than 6" and as required to secure through both
panels and into the structural steel. Lap ends only over structural framing. Deck
fasteners shall penetrate deck panels no less than 2" from the edge of the panel.
5. Overlap all deck side laps to nest flush into neighboring deck panel. Install a
minimum of two deck side lap fasteners.
6. Workers shall apply their weight over the area being fastened to prevent deck
deflection and ensure complete contact between fasteners, deck and/or structural
steel.
7. Follow deck Manufacturer's instructions and the latest edition of the Steel Deck
Institute(SDI)Specifications and Commentary.
3.04 STEEL DECK SECUREMENT
A. Fasten all steel deck panels to steel framing and steel deck side laps as indicated in the
contract drawings.
1. Field of Roof: Fasten deck to joists 12" on centers, one fastener in every other
deck rib.
2. Perimeter of Roof: Fasten deck to joists 6" on centers,one fastener in every deck
rib.
3. Deck Side-Lap Fastening:
a. Install two (2) deck panel side-lap fasteners between joists. Equally
space the fasteners no greater than 30"apart.
4. Fastener position/location:
a. Deck fasteners shall be driven in the center of the bottom of the deck rib.
The fasteners shall be driven within +/- 1/4" of the center of the
structural steel bearing surface. The fasteners shall be driven along the
center of the structural steel member, not near the edge of the structural
steel.
Sebastian Corners Roof Replacement 05 31 23-5 Steel Roof Deck Repair and Securement
b. Deck side lap fasteners shall be driven into the deck rib such that both
panels are penetrated. The side lap fastener shall be located along the
center of the bottom of the rib.
5. Workers shall apply their weight over the area being fastened to prevent deck
deflection and ensure complete contact between fasteners, deck and/or structural
steel.
3.05 MISCELLANEOUS
A. Contractor shall monitor the inside of the building at all times during removal and
replacement of damaged steel decking to prevent damage to building, equipment and
occupancy.
B. Contractor acto shall monitor all hot work operations in strict accordance with the Owners
requirements and local Code. These operations include, but are not limited to, cutting,
welding, soldering,brazing,grinding, etc. and any and all other spark or flame producing
operations. •
END OF SECTION 05 3123
Sebastian Corners Roof Replacement 05 31 23-6 Steel Roof Deck Repair and Securement
SECTION 0610 00
ROUGH CARPENTRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Rough Carpentry work required to facilitate installation of new roof assembly including:
1. Provide pressure treated wood blocking and plywood sheathing.
2. Re-securement of existing rough carpentry to remain in place.
3. Removal and replacement of damaged, rotted or deteriorated rough carpentry
with pressure treated rough carpentry to match existing.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section, including but not limited to:
1. Steel Roof Deck Repair/Securement Section 05 31 23
2. Preparation for Reroofing Section 07 01 50
3. Roof Insulation Section 07 22 16
4. Thermoplastic Single Ply Roofing Section 07 54 00
5. Sheet Metal Flashing and Trim Section 07 62 00
1.03 REFERENCES
A. Refer to the following references,current edition for specification compliance:
1. Florida Building Code(FBC)
2. ASTM International
3. American Wood-Preserver's Association(AWPA)
a. AWPA El 2-Standard Method of Determining the Corrosion of Metal in
Contact with Wood.
b. AWPA M4 - Standard for the Care of Preservative Treated Wood
Products.
c. AWPA P5-Standard for Waterborne Preservatives.
d. AWPA P23 - Standard for Chromated Copper Arsenate Type C (CCA-
C).
e. AWPA P25-Standard for Inorganic Boron(SBX).
f. AWPA P26-Standard for Alkaline Copper Quat Type A(ACQ-A).
g. AWPA P27- Standard for Alkaline Copper Quat Type B(ACQ-B).
h. AWPA P28- Standard for Alkaline Copper Quat Type C(ACQ-C).
i. AWPA P29- Standard for Alkaline Copper Quat Type D(ACQ-D).
j. AWPA P47 - Standard for DCOI/Imidacloprid/Stabilizer, Waterborne
(EL2).
k. AWPA P48- Standard for Copper Azole Type C(CA-C).
1. AWPA T1 -Use Category System:Processing and Treatment Standard.
m. AWPA UI - Use Category System: User Specification for Treated
Wood.
4. American Plywood Association(APA)
Sebastian Corners Roof Replacement 06 10 00-1 Rough Carpentry
5. American National Standard
a. ANSI/SPRI ES-1 Wind Design Standard for Edge Systems Used with
Low Slope Roofing Systems
6. Underwriters Laboratories, Inc. (UL)
7. FM Global/Factory Mutual Research(FM)
1.04 DEFINITIONS
A. Rough Carpentry includes carpentry work not specified as part of other Sections and
generally not exposed.
B. KDAT:Kiln Dried After Treatment.
1.05 SUBMITTALS
A. Refer to Section 01 33 00-Submittal Procedures for Submittals.
B. Manufacturer's Product Data Sheets for all materials specified certifying material
complies with this specification.
1.06 QUALITY ASSURANCE
A. Contractor shall inspect wood to be installed for damage, warping, splits, and moisture
content as defined by the applicable wood products industry standards. Materials that do
not comply shall be rejected.
B. Rough carpentry installation shall present a smooth, consistent substrate for roof system
and flashing installation.
C. Qualifications of workers: Provide sufficient, competent and skilled carpenters in
accordance with accepted practices and supervisors who shall be present at all times
during execution of this portion of the work, and who shall be thoroughly familiar with
type of construction involved in this section and related work and techniques specified.
D. Moisture Content:
1. Treated wood products shall be KDAT.
2. Treated lumber used in the roofing assembly shall not be stored or installed in a
manner exposing it to rain.
3. Moisture content of treated lumber shall be 19 percent or less before being
covered/enclosed into roofing assembly.
4. Contractor shall be responsible for ensuring lumber is delivered, stored and
installed at 19%or less moisture content.
5. Plywood shall be 18% or less before being covered/enclosed into roofing
assembly.
E. Each piece of treated lumber and plywood shall bear the stamp of the AWPA Quality
Mark, indicating compliance with the requirements of the AWPA Quality Control
Program.
F. Lumber Standards: Comply with PS 20 and applicable rules of respective grading and
inspecting agencies for species and products indicated.
Sebastian Corners Roof Replacement 06 10 00-2 Rough Carpentry
G. Plywood Product Standards: Comply with PS 1 (ANSI A 199.1) or, for products not
manufactured under PS 1 provisions,with applicable APA Performance Standard for type
of panel indicated.
H. Installation of all required new rough carpentry for roofing and flashing terminations to
ensure plumb,uniform and level metal flashings.
I. Rough carpentry installation shall ensure roof membrane flashing transitions are smooth
for complete roof drainage and appearance.
J. Installation of all fasteners and associated materials to secure rough carpentry as detailed
and specified.
1.07 DELIVERY,STORAGE,AND HANDLING
A. Keep materials under cover and dry. Protect against exposure to weather and contact
with damp or wet surfaces. Store a minimum of four inches above ground on framework
or blocking. Stack lumber as well as plywood and other panels; provide for air
circulation within and around stacks. Cover with protective waterproof covering
providing for adequate air circulation and ventilation
B. Exposure to precipitation during shipping, storage or installation shall be avoided. If
material does become wet, it shall be replaced or permitted to dry prior to covering or
enclosure by other roofing, sheet metal or other construction materials (except for
protection during construction).
C. Immediately upon delivery to job site,place materials in area protected from weather.
D. Do not store seasoned materials in wet or damp portions of building.
E. Protect sheet materials from corners breaking and damaging surfaces,while unloading.
PART 2 PRODUCTS
2.01 MATERIALS
A. Lumber: Shall Be No. 2 or better spruce or southern yellow pine. Shall be sound,
thoroughly seasoned, dressed to nominal finish dimension,and free of warpage,cupping,
and bowing. Dimensions shall be determined by job conditions or as indicated in detail
drawings.
B. Plywood Sheathing: Shall be structural 1 rated. Plywood shall be stamped APA RATED
SHEATHING grade-C or better, and shall be manufactured with exterior glue (exposure
1). Plywood shall have a minimum thickness of 3/4 inch or as required to match existing.
C. Preservative Treatment for Above Ground Use:
1. Treatment: ACQ as manufactured for Viance in accordance with AWPA U1 and
P5,P26,P27,P28,P29 as appropriate.
a. Use 0.15 lb/cu ft (2.4 kg/m3) of ACQ in accordance with AWPA UI:
(UC3B)as appropriate.
2. Treatment: Ecolife or EL2 as manufactured by Viance.
Sebastian Corners Roof Replacement 06 10 00-3 Rough Carpentry
a. Use 0.019 lb/cu ft(0.3 kg/m3) of Ecolife or EL2 (+0.2 lb/cu ft MCS) in
accordance with AWPA U1 (UC3B)as appropriate.
3. Treat wood in the following locations:
a. In contact with roofing,flashing, or waterproofing.
b. In contact with masonry or concrete.
c. Within 18 inches(450 mm)of grade.
d. Exposed to weather.
e. Other locations indicated.
2.02 FASTENERS
A. General:
1. All fasteners shall be stainless steel or as approved by Engineer.
2. Fasteners securing pressure treated lumber shall be manufactured for corrosion
resistance and exposures associated with pressure treated wood applications.
3. Nails shall not be used at roof edges to fasten rough carpentry, lumber, plywood,
etc. Screws, anchors, and/or machine bolts shall be used to secure rough
carpentry at roof perimeter edges.
4. Masonry screws,spikes,and drive-pins shall not be used to fasten edge/perimeter
nailers to concrete decks. Minimum 'h" diameter anchors or bolts shall be used
to secure roof edge nailers to concrete substrates.
B. Wood to steel deck and light gage steel framing(16-ga.or less):
1. Shall be#14-13 DPI, pancake or panhead, corrosion resistant,ASTM A153, FM
Approved, self-drilling and self-tapping screw, length to provide minimum 3
pitches of thread through metal thicknesses. Acceptable manufacturers include:
a. ITW Buildex Teks
b. Concealor®
c. Blazer
d. SFS Intec
e. Engineers accepted equivalent.
C. Wood to wood:
1. Screws: No. 10 or greater, stainless steel wood screws with flat head, or
insulation screws. Length to embed into base substrate a minimum of 1-1/2".
2. Nails: 8, 10 or 16 penny, stainless steel, ring shank nails. Length to embed into
base substrate a minimum 1-1/2". Acceptable manufacturers include:
a. Maze Nails
b. Anchor Staple and Nail
c. Swan Secure Products
d. Manasquan Premium Fasteners
e. Engineers accepted equivalent.
D. Wood to brick,concrete block,other masonry units,and solid concrete substrates:
1. Epoxy adhesive anchoring system: Minimum 1/2 inch diameter, corrosion
resistant threaded rods supplied by the anchoring system manufacturer, length as
Sebastian Corners Roof Replacement 06 10 00-4 Rough Carpentry
required to provided minimum embedment as required by fastener manufacturer
based upon substrate being secured. Screen for substrate provided by fastener
manufacturer. Corrosion resistant nut and 1-1/2" diameter flat washer.
Acceptable manufacturers include:
a. Hilti Hit Hy-10 Plus
b. Powers Fasteners,Inc.AC 100 Anchoring System
c. ITW Ramset Epcon C6 Fast Curing Epoxy
d. Engineers accepted equivalent
E. Wood to solid concrete substrates:
1. Masonry screws, 1/4 inch minimum diameter, Type 410 stainless steel with flat
head. Length to provide minimum 1" embedment into substrate. Acceptable
manufacturers include:
a. Tapcon by ITW Buildex,
b. KWIK-CON II by Hilti
c. Powers Fasteners Tapper+
d. Engineers accepted equivalent.
2. Sleeve-Type, or Wedge-Type, Expansion Anchor: Minimum 1/2 inch diameter,
Type 304 or 316 Stainless Steel, Expansion Anchor Bolt Assembly of length as
required to provided minimum embedment as required by fastener manufacturer
based upon substrate being secured. Acceptable manufacturers include:
a. Lok/Bolt,Power Bolt or Power-Stud by Powers Fasteners
b. Redi-Bolt,Dynabolt or Trubolt by Red Head Anchoring Systems
c. Kwik Bolt by Hilti
d. Engineers accepted equivalent.
F. Wood to structural steel(greater than 12-GA.):
1. #12-24 DP5 (for steel thickness up to 1/2") or DP4 (for steel thickness from 1/8"
to 3/8"), flat or hex head,corrosion resistant, self-drilling/self-tapping fastener of
length to provide minimum 3 pitches of thread through metal thicknesses.
Acceptable manufacturers include:
a. ITW Buildex Teks
b. SFS Intec
c. Blazer
d. Engineers accepted equivalent
G. Wood to Grouted Cavity:
1. Grout: High strength, non-metallic, non-shrink grout for precision grouting and
general construction Conform to ASTM C476 and ASTM C 1107. Acceptable
manufacturers include Commercial Grade Quikrete, Precision Grout, Kauffman
SureGrout or Engineers accepted equivalent. Grout type proportioned by volume
as follows:
a. Portland cement or blended hydraulic cement:one part.
b. Hydrated lime:0 to 1/10 part.
c. Fine aggregate: 2-1/4 to three times sum of volumes of cement and lime
Sebastian Corners Roof Replacement 06 10 00-5 Rough Carpentry
used.
d. Coarse aggregate: one to two times sum of volumes of cement and lime
used.
e. Sum of volumes of fine and coarse aggregates: Do not exceed four times
sum of volumes of cement and lime used.
2. Bolt: corrosion resistant threaded J bolt meeting ASTM A 307, Grade A with
ASTM A 563 hex nuts and flat washers,diameter of 1/2".
H. Toggle Bolt: Shall be '/<" diameter toggle bolt consisting of machine screw and spring
wing toggle with flat mushroom head, length as required by conditions.
I. Washers: Fasteners heads for screws, anchors and bolts terminating at the surface of
nailers shall be provided with a minimum 5/8 inch diameter, stainless steel or similar
corrosion resistance flat washer provided by fastener manufacturer, unless washer is
provided from factory as part of the fastener assembly.
PART 3 EXECUTION
3.01 INSPECTION
A. Contractor shall inspect substrates to receive rough carpentry,and ensure substrates are in
satisfactory condition prior to installation of rough carpentry.
B. Contractor shall inspect all new and existing rough carpentry including fasteners for
material condition before proceeding with installation. Deteriorated, rotted, damaged,
split, warped, twisted or wet materials shall be removed and replaced with specified
materials.
C. Contractor shall remove old cants, tapered edge strips, debris, old fasteners, etc. that
interfere with the installation of new rough carpentry.
D. Contractor shall notify Engineer in writing of unsatisfactory conditions.
E. Commencement of work signifies Contractor's acceptance of substrates. Any defects in
roofing work resulting from such accepted substrates shall be corrected at no additional
expense to the Owner.
3.02 PREPARATION
A. Steel/Metal Substrates:
1. Any pressure treated wood to contact steel or metal shall have the steel/metal
coated with a heavy coating of asphalt primer.
B. Roof Deck and Structure:
1. Roof deck and structure shall be dried and broomed and/or vacuumed clean of
debris and foreign matter prior to installation of the new rough carpentry.
2. Contractor shall adjust substrates to receive rough carpentry to ensure completed
rough carpentry installation is acceptable for roofing and sheet metal flashings.
3. Steel decking shall be coated with a uniform,heavy application of asphalt primer,
or separated by membrane or other acceptable means to prevent contact between
steel and treated wood products.
Sebastian Corners Roof Replacement 06 10 00-6 Rough Carpentry
4. Treated lumber shall not make direct contact with light gage steel decking.
C., Masonry Walls:
1. Adhesive anchors:
a. Contractor shall follow adhesive anchor manufacturer's published
instructions for preparation and installation.
b. Pre-drill hole or clean-out existing gap/hole for adhesive anchors.
c. Use compressed air to blow-out all dust and moisture. Dust and moisture
will result in failure of anchors and shall be removed before installing
adhesive anchors.
2. Grouted anchors:
a. Contractor shall follow grout manufacturers published instructions for
preparation and installation.
b. Clean masonry cavity and install grout stop to prevent grout from
entering below the desired cavity area.
3.03 INSTALLATION
A. Remove existing damaged or deteriorated wood blocking, nailers, and curbs and replace
with new material of same dimensions.
B. Re-secure all existing wood nailers at roof edges that are to remain. Fastener type and
spacing shall comply with this specification.
C. Install new wood blocking, nailers, and curbs to achieve a minimum eight inch flashing
height above the roof membrane. Wood nailers at perimeter roof edges and expansion
joints shall be installed to match insulation height. Maintain constant nailer height at
perimeter edges.
D. Wood blocking and nailers shall be installed concurrently with roof system installation.
.
Removal of insulation and/or folding back of roof membrane to install wood blocking
and nailers at a later date is not acceptable.
E. Set rough carpentry to required levels and lines, with members plumb, true to line,
material cut to fit, and braced to hold work in proper position. Use a belt sander to
remove any obtrusive surface irregularities. Drive nails and spikes home; and pull bolt
nuts tight with heads and washers in close contact with the wood.
F. Fit rough carpentry to other construction; scribe and cope for accurate fit. Correlate
location of furring, nailers, blocking, grounds, and similar supports to allow attachment
of other construction. All joints between wood shall be installed for a smooth transition.
G. Attachment:
1. The Contractor shall consult the fastener manufacturer's published literature and
follow the recommended requirements for pre-drilling, cleaning, placement and
compatibility of substrates. Follow manufacturer's requirements for fasteners
spacing,substrate preparation and substrate embedment where not specified.
2. Securely attach rough carpentry work to substrate with fasteners. Anchor to
resist a minimum force of 300 lbs/lineal foot in any direction.
Sebastian Corners Roof Replacement 06 10 00-7 Rough Carpentry
3. Rough carpentry attachment shall meet the requirements herein and that of the
current FM Loss Prevention Data Sheet 1-49,Perimeter Flashing.
4. Install bolts flush with the top surface of nailers where possible to avoid
countersinking. Bolt bottom nailers then fasten upper nailers where possible.
Countersink bolts,nuts and screws flush with wood surfaces only as detailed.
5. Install fasteners without splitting wood. Pre-drill where necessary. Split or
damaged wood shall be removed, or repaired and/or re-secured secured to provide
acceptable conditions.
6. For anchors, pre-drill concrete and masonry units to prevent damage or cracking
of the masonry. Consult fastener manufacturer's published guides. Damaged
masonry shall be repaired, and fasteners shall be removed and re-installed in an
acceptable location.
7. Fastener spacing: Fasteners shall be staggered 1/3 the board width and installed
within 6"of each end.
a. Bolts, adhesive anchors, wedge and sleeve anchors, and machine bolts
securing nailers shall be spaced 48 inches on center, staggered and an
additional fastener within 6 inches of each end of nailer to prevent boards
from twisting at board joints. Secure at 24"on center in corners(Zone 3)
of the roof area.
b. Screws and 1/4 inch diameter anchors securing wood to concrete or
masonry units shall be spaced 12 inches on center maximum, staggered,
with fasteners installed at each end of nailer lengths to prevent wood
from twisting at board joints.
c. Screws securing wood to wood shall be installed 12 inches apart,
staggered,with two screws installed within 6 inches of each end of nailer
lengths to prevent wood from twisting at board joints.
d. Screws securing wood to steel decking shall be 12 inches apart.
e. Self-drilling, and/or pre-drilled self-tapping screws securing wood to
structural steel shall be spaced 12 inches apart, staggered,with one screw
within 6 inches of each end of nailer lengths to prevent wood from
twisting at board joints.
f. Nails securing wood to wood shall be spaced 12 inches apart, staggered,
with two nails installed within 6 inches of each end of nailer lengths to
prevent wood from twisting at board joints.
H. Select fasteners of size and length that will not be exposed from the building interior
and/or from the ground, or remove protruding fasteners, paint or finish to eliminate
exposure.
I. Thickness of wood nailers shall be flush with adjacent insulation and other materials.
Additional fasteners shall be installed to ensure nailers are flush.
J. Unless otherwise detailed, plywood used as blocking or shim shall be installed below
dimensional lumber such that the fastener head terminates at the dimensional lumber
surface.
K. Wood nailers at roof perimeters,expansion joints,roof area dividers, etc. shall not be less
than 3 feet long.
L. When multiple nailers are installed stacked two high or more, offset nailers no less than
12" such that joints at nailer end do not line-up vertically.
M. Each end of nailers shall be fastened with additional fasteners to ensure .a smooth
Sebastian Corners Roof.Replacement 06 10 00-8 Rough Carpentry
transition at butted joints,and to prevent warping and/or twisting.
N. Shims:
1. The Contractor shall add plywood and lumber shims as required for the specified
height and thickness.
2. Shims shall make full contact with stacked rough carpentry. Partial shim contact,
and small shim pieces spaced apart are not acceptable.
3. Plywood used as blocking or shim shall be installed below dimensional lumber
such that the fastener head terminates at the dimensional lumber surface.
O. Curbs:
1. Adjust wood curbs to support rooftop piping,ducts,equipment,etc.
2. Raise equipment to provide required flashing height for roofing.
3.04 CLEAN-UP
A. The Contractor shall ensure the site and building are cleaned to meet pre-construction
conditions,as accepted by the Owner.
B. The site and building shall be free of saw dust from pressure treated lumber,fasteners and
other debris.
C. Damages to the building,grounds,equipment and site shall be repaired or replaced by the
Contractor to meet pre-construction conditions,as accepted by the Owner.
END OF SECTION 0610 00
Sebastian Corners Roof Replacement 06 10 00-9 Rough Carpentry
SECTION 07 0150
PREPARATION FOR REROOFING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preparatory work to be completed prior to roof installation including but not limited to:
1. Removal of existing roof assemblies down to the structural deck.
2. Repairs to structural deck.
3. Fastener withdrawal tests on Sectors A&B.
4. Soil pipe extensions.
5. Installation and/or modification of through wall overflow scuppers.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section,including but not limited to:
1. Steel Roof Deck Repair/Securement Section 05 31 23
2. Rough Carpentry Section 06 10 00
3. Roof Insulation Section 07 22 16
4. Thermoplastic Single Ply Roofing Section 07 54 00
1.03 DEFINITIONS
A. Removal: Remove and legally dispose of items except those indicated to be reinstalled,
salvaged,or to remain property of the Owner.
B. Existing to remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Engineer, items may be removed to a
suitable,protected storage location during selective demolition and then cleaned and rein-
stalled in their original locations.
C. Material ownership: Except for items or materials indicated to be reused, salvaged, rein-
stalled, or otherwise indicated to remain the Owner's property, demolished materials
shall become the Contractor's property and shall be removed from the site.
1.04 EXISTING ROOF ASSEMBLIES*
A. Roof Sectors A&B
1. Multi-ply built-up roofing membrane with a granule surfaced membrane cap
sheet installed in hot asphalt
2. 1/2"perlite insulation
3. Polyisocyanurate insulation mechanically attached
4. Steel deck
*Roof system composition is based on random sampling. Contractor is responsible for
verification of roof system composition.
Sebastian Corners Roof Replacement 07 01 50-1 Preparation for Reroofing
1.05 SUBMITTALS
A. Refer to Section 01 33 00-Submittal Procedures for Submittals.
B. Manufacturer's Product Data Sheets for all materials specified certifying material com-
plies with this specification.
1.06 QUALITY ASSURANCE
A. Qualifications: Previous experience removing existing roof systems.
B. Requirements: Contractor to comply with governing EPA regulations and haul-
ing/disposal regulations of authorities having jurisdiction.
1.07 SCHEDULING
A. Conduct n demolitithatOwner's soOwner s operations will not be disrupted. Provide 72 hours
notification to Owner of activities that will affect Owner's operations.
1.08 WARRANTIES
A. Any damage to existing items under warranty shall be repaired/replaced with materials
acceptable to the Warrantor.
PART 2 PRODUCTS
2.01 MATERIALS
A. Steel Deck
1. Refer to Specification Section 05 31 23.
B. Galvanized Steel Plates for Concrete Deck size of iz
e to extend a minimum of 6"
beyond opening on each side of thickness as indicated in Contract Drawings.
1. Deck opening up to 8" in any one direction: 18 gauge
2. Deck opening from 8"to 13" in any one direction: 16 gauge
3. Deck opening from 13"to 24" in any one direction: 1/8"thick
4. Deck opening greater than 24" in any one direction: Steel deck or plate as deter-
mined by Engineer
C. Soil Pipe Extensions:
1. Acceptable Manufacturer:
a. OMG Tubos
b. Engineers accepted equivalent
2. Soil Pipe Extension: Solid-wall PVC fitting consisting of pipe and splice sleeve
inserts, configured for insertion and sealing to existing plumbing vent piping,
sized to fit inside diameter of plumbing vent piping,enabling extension of piping
to field-determined height:
a. Material: Solid-wall PVC,white.
b. Splice Sleeve Insert:
Sebastian Corners Roof Replacement 07 01 50-2 Preparation for Reroofing
i. 6 inches Length at both ends of precut extension.
ii. Outside Diameter to be 1/4" less than outside diameter of soil
pipe.
c. Length:
i. Overall Length: 28 inches.
ii. Net Usable Length: 16 inches excluding Splice Sleeve Inserts.
d. Sealant: Single-Component, Nonsag, Urethane Joint Sealant: ASTM C
920, Type S, Grade NS, Class 25, for Use NT, and acceptable to roofing
membrane manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A. Survey existing conditions to determine extent of demolition.
B. Record the conditions of items to be removed/reinstalled and items to be re-
moved/salvaged.
C. Contractor shall not remove any element that may result in structural deficiency or col-
lapse of any part of the structure or adjacent structures during demolition.
D. Contractor to inspect substrate for soundness and notify Engineer in writing of any defi-
ciencies. Commencement of work signifies Contractor's acceptance of site conditions.
3.02 UTILITIES/SERVICES
A. Maintain existing utilities that are to remain in service and protect them against damage
during selective site demolition unless authorized in writing by the Owner and authorities
having jurisdiction.
1. Locate all conduits and equipment attached to the underside of the decking prior
to reroofing. Insulation fastener locations are not to disturb existing conduits or
interior components/equipment.
2. If utilities serving occupied portions of the site must be shut down, temporary
services shall be provided.
3. Provide 72 hours notice to Owner if shut down is required.
4. Where services are to be removed, relocated or abandoned, provide necessary
bypass connections to remaining occupied buildings and areas.
3.03 PREPARATION
A. Do not begin demolition until utilities have been disconnected/sealed and have been veri-
fied as such in writing.
B. Do not close off or obstruct streets, walks or other adjacent occupied facilities without
permission from Owner and authorities having jurisdiction.
C. Provide safe conditions for pedestrians. Erect temporary protection such as walkways,
fences,railings and canopies as required by OSHA and other governing authorities.
Sebastian Corners Roof Replacement 07 01 50-3 Preparation for Reroofing
D. Provide protection for adjacent building, appurtenances and landscaping to remain. Erect
temporary fencing around trees to remain.
E. Provide temporary weather protection as required to prevent water leakage and damaged
to exterior or interior of adjacent structures.
3.04 POLLUTION CONTROLS
A. Use water, mist, temporary enclosures and other suitable methods to limit the spread of
P �' P
dust and dirt.Comply with local EPA regulations.
1. Do not use water where damage may occur or where hazardous conditions would
be created such as ice or flooding.
3.05 REMOVALS
A. Demolish and remove existing construction only to the extent required by new construc-
tion.
B. Remove all existing roofing,roof insulation,membrane and sheet metal and discard.
C. Remove or correct any obstruction which might interfere with the proper application of
new materials.
D. Lift or remove all existing equipment so that existing flashings can be totally removed
and new flashings installed.
E. Remove debris from existing materials to provide clean,dry substrate.
F. Demolish concrete and masonry in small sections. Cut concrete and masonry at juncture
with construction to remain using powered masonry saw, core drill or hand tools. Do not
use powered impact tools.
G. Remove and transport debris in a manner that will prevent damage/spills to adjacent
buildings and areas.
H. Dispose of demolished items and materials on a daily basis. On-site storage of removed
items is not permitted.
I. Transport demolished materials off-site and dispose of materials in a legal manner.
J. Perform progress inspections to detect hazards resulting from demolition activities.
3.06 FLASHING HEIGHTS
A. Permanently raise roof top equipment as required to achieve 8"minimum flashing height.
B. Provide additional wood blocking to top of parapet walls and expansion joints to achieve
minimum 8"flashing height.
C. Extend all existing sanitary vents to height required by the applicable Plumbing Code,but
no less than 8 inches and no more than 12 inches above the finished roof system. Refer
to Soil Pipe Extension as indicated below.
Sebastian Corners Roof Replacement 07 01 50-4 Preparation for Reroofing
3.07 SOIL PIPE EXTENSION
A. Preparation
1. Remove existing flashing from plumbing vent piping to extent required to enable
installation of new plumbing vent pipe extensions and completion of flashings.
2. Clean plumbing vent piping to ensure that joint surfaces are clean, dry, and free
from contamination including dirt, oils, grease,tar, wax, rust,and other substanc-
es that may inhibit adhesive or sealant performance.
B. Installation
1. Insert end of plumbing vent pipe extension into existing plumbing vent piping.
a. Verify circumference of existing plumbing vent piping and plumbing
vent pipe extension is appropriate to achieve secure,rigid installation.
b. Mark plumbing vent pipe extension at required height above finished
roof surface level,and cut to required length.
c. Apply adhesive or sealant to plumbing vent piping as appropriate to ex-
isting pipe material and plumbing vent pipe extension, and mate plumb-
ing vent pipe extension to existing piping. Apply adequate adhesive or
sealant to achieve secure,rigid installation.
3.08 SCUPPER INSTALLATION
A. Locate bottom of overflow scupper 2 inches above surface of the roof system.
B. Remove existing masonry and store for reuse if in good condition. Reinstall masonry
units to extent possible. Provide new brick or concrete masonry units to match existing.
C. Extend opening through entire thickness of parapet. Take precautions to avoid damaging
adjacent wall surfaces.
D. Provide finished openings as indicated.
E. Install veneer materials of same type, size and finish to match existing. Set units in full
beds of mortar to match adjacent joints in thickness. Tool joints to match.
F. Repair exterior finish to match adjacent surfaces.
3.09 FASTENER WITHDRAWAL TESTS
A. Conduct fastener pull tests in accordance with ANSI/SPRI FX-1-2016 requirements. Per-
form a minimum of 5 pull tests per individual roof area. Provide a report along with a
roof plan showing test locations and corresponding withdrawal value of each pull test.
Minimum withdrawal value to be 180 pounds. Testing to be performed either by manu-
facturer of fasteners tested or by roof manufacturer.
3.10 CLEANING
A. Inspect the site daily and clean up debris and hazards at the end of each day. Adjacent
roads, drives and walkways shall remain in operation and free from construction materi-
als debris.
Sebastian Corners Roof Replacement 0701 50-5 Preparation for Reroofing
B. Clean adjacent structures of dust dirt and debris. Return adjacent areas to original condi-
tions to the satisfaction of the Owner.
END OF SECTION 07 01 50
Sebastian Corners Roof Replacement 07 01 50-6 Preparation for Reroofing
SECTION 07 22 16
ROOF INSULATION
PART1 GENERAL
1.01 SECTION INCLUDES
A. Roof Sector A: Prepare existing steel deck, loose lay insulation system and provide
crickets where indicated on contract documents. Then mechanically attach gypsum
overlayment through insulation system into top flange of steel deck.
B. Roof Sector B: Prepare existing steel deck, loose lay tapered insulation system and
provide crickets where indicated on contract documents. Then mechanically attach
gypsum overlayment through insulation system into top flange of steel deck.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section, including but not limited to:
1. Steel Roof Deck Repair/Securement Section 05 31 23
2. Rough Carpentry Section 06 10 00
3. Preparation for Reroofing Section 07 01 50
4. Thermoplastic Single Ply Roofing Section 07 54 00
1.03 REFERENCES
A. Refer to the following references for specification compliance:
1. Florida Building Code(FBC)
2. National Roofing Contractors Association—NRCA
3. FM Global
4. Underwriters Laboratories,Inc.—UL
5. ASHRAE Standard 90.1
1.04 DESCRIPTION
A. R Value
1. The minimum continuous "R-value" for the above deck insulation system shall
be 20 and in accordance with the current Energy Conservation Code and
ASHRAE 90.1.
2. R value to be based on Long-Term Thermal Resistance (LTTR) for
polyisocyanurate insulation and manufacturer's published data for all other
insulation components,as tested in accordance with ASTM C177,C236,C518 or
C976.
1.05 SUBMITTALS
A. Refer to Section 01 33 00-Submittal Procedures for requirements.
B. Manufacturer's Product Data Sheets for all materials specified certifying material
complies with all specified requirements.
Sebastian Corners Roof Replacement 07 22 16-1 Roof Insulation
C. Tapered insulation plan from material supplier with minimum R-value for each roof area.
D. Latest edition of the Manufacturer's current material specifications and installation
instructions.
1.06 QUALITY ASSURANCE
A. Insulation to be installed in accordance with their respective manufacturer's requirements.
B. Insulation(s)not bearing UL label at point of delivery shall be rejected.
C. Insulation damaged or wetted before, during, or after installation shall be removed from
the job site no later than the next working day from the day such damage or moisture
contamination is noted.
D. Wind Design: Install insulation system to meet the required wind uplift pressures as
specified on construction drawings.
1.07 DELIVERY,STORAGE,AND HANDLING
A. Delivery: Material shall be delivered in the manufacturer's original sealed and labeled
shrouds and in quantities to allow continuity application.
B. Storage: Materials shall be stored out of direct exposure to the elements on pallets or
dunnage at least 4 inches above ground level at site location acceptable to Owner.
1. Utilize tarps that will completely cover materials to prevent moisture
contamination. Remove or slit factory shrouds and/or visqueen; do not use these
materials as tarps.
2. Install vapor retarders under material storage areas located on the ground.
3. Remove damaged or deteriorated materials from the job site.
C. Handling: Material shall be handled in such a manner to preclude damage and
contamination with moisture or foreign matter.
1.08 PROJECT CONDITIONS
A. Insulation shall not be applied during precipitation. Contractor assumes all responsibility
for starting installation in the event there is a probability of precipitation occurring during
application.
B. Contractor will take necessary action to restrict dust,asphalt,and debris from entering the
structure.
C. No more roofing will be removed than can be replaced with insulation, membrane and
base flashings in the same day to create a watertight installation.
PART 2 PRODUCTS
2.01 MATERIALS
A. Insulation Boards:
1. Roof Insulation:
Sebastian Corners Roof Replacement 07 22 16-2 Roof Insulation
a. Shall be rigid polyisocyanurate roof insulation board with factory applied
coated polymer bondedglass fiber mat facers on the top and bottom.
Boards to comply with ASTM C1289 Type II,Class 2, Grade 2 and meet
the following requirements:
b. Curing time shall be 24 hours minimum, plus an additional 24 hours
minimum per inch thickness, at a minimum of 60 degrees F before
shipment from the manufacturer.
c. Dimensional stability shall be 2 percent maximum linear change when
conditioned at 158 degrees F and 97 percent relative humidity for seven
days.
d. Maximum permissible insulation board size for mechanical attachment is
4' x 8'.
e. Thickness shall be two layers of 2"insulation.
2. Tapered Insulation System:
a. Shall be rigid polyisocyanurate roof insulation board with factory applied
coated polymer bonded glass fiber mat facers on the top and bottom.
Boards to comply with ASTM C1289 Type II,Class 2,Grade 2 and meet
the following requirements:
b. Curing time shall be 24 hours minimum, plus an additional 24 hours
minimum per inch thickness, at a minimum of 60 degrees F before
shipment from the manufacturer.
c. Dimensional stability shall be 2 percent maximum linear change when
conditioned at 158 degrees F and 97 percent relative humidity for seven
days.
d. Board size shall be 4 foot by 4 foot.
e. Slope shall be 1/4"per foot and minimum thickness shall be 1/2".
f. Fill Insulation: Shall be rigid polyisocyanurate meeting the above
requirements with board size of 4 foot by 4 foot and thickness of 2".
g. Crickets and Saddles: Shall be rigid polyisocyanurate meeting the above
requirements with a board size of 4 foot by 4 foot and 1/2" per foot
slope.
3. Cover Board: Shall be cover board approved by roof system manufacturer.
Board Size shall be 4' by 8' and minimum thickness shall be as listed below or as
required by roof system manufacturer. Acceptable products include:
a. Georgia Pacific 1/4"DensDeck Prime Roof Board
B. Insulation Attachment Materials:
1. Steel Deck Mechanical Fasteners and Stress Plates:
a. Shall be corrosion resistant 3" galvalume stress plate and corrosion
resistant screw type fasteners for use with steel decks; approved by the
insulation manufacturer for the insulation type, thickness and board size
specified; fastener length as required by the fastener manufacturer for the
insulation thickness specified, and to penetrate the deck a minimum of
3/4 inch and a maximum of 1 inch.
Sebastian Corners Roof Replacement 07 22 16-3 Roof Insulation
PART 3 EXECUTION
3.01 EXAMINATION
A. Contractor to inspect substrate for soundness and notify Engineer in writing of any
deficiencies.
B. Commencement of work signifies Contractor's acceptance of substrate. Any defects in
roofing work resulting from such accepted substrates shall be corrected to Owner's
satisfaction at no additional expense.
3.02 PREPARATION
A. General
1. Roof deck to be dry and broomed clean of debris and foreign matter prior to
installation of insulation system.
3.03 APPLICATION
A. General
1. Application shall be in accordance with the insulation/membrane manufacturer's
instructions and these specifications.
2. All insulation to be in full sheets, carefully fitted and pushed against adjoining
sheets to form tight joints. Gaps exceeding 1/4 inch will not be accepted.
3. Insulation and overlayment boards that must be cut to fit shall be saw cut or
knife-cut in a straight line,not broken. Chalk lines shall be used to cut insulation.
Uneven or broken edges are not acceptable.
4. Remove insulation dust and debris that develops during insulation cutting
operations.
5. Joints between successive and adjacent layers of insulation to be offset a
minimum of six(6")inches.
6. Stagger joints of gypsum overlayment/overlayment insulation one (1') foot
(vertically and laterally)to ensure that joints do not coincide with joints from the
previous or adjacent layer.
7. On steel decks, apply insulation boards with long dimension of units across deck
ribs. Ends of insulation boards must be bearing on top flange of steel deck.
8. Crickets,saddles and tapered edge strips shall be installed before the overlayment
insulation.
9. Adhere tapered edge strips at transitions, terminations and/or penetrations as
detailed or required in ribbons of foam adhesive to ensure smooth transitions are
provided for the roof membrane and flashings.
10. Provide necessary modifications to insulation system or nailers at roof edges as
required to ensure a flush and smooth transition is provided for the roof
membrane and flashing.
11. Field modifications of insulation,tapered insulation,tapered edge strips and cants
shall be made by the Contractor where required to accommodate roof and
flashing conditions, prevent water dams and ponding water. Ponding water at
scuppers and cricket valleys shall not be accepted.
12. Provide necessary modifications to prevent standing water which is defined as
1/4" of water in a 4-square foot or larger area 24 hours or more after
precipitation.
Sebastian Corners Roof Replacement 07 22 16-4 Roof Insulation
B. Tapered Insulation
1. Install tapered insulation system to provide positive slope for complete roof
drainage.
2. Crickets shall be sized as shown in the Contract Drawings. Modifications shall
be provided to ensure positive slope and prevent standing water along the cricket
valley.
a. Minimum length to width ratio shall be 2:1. Fabricate partial crickets
with dimensions which would result in a minimum length to width ratio
of 2:1 if they were extended to full size.
b. Unless otherwise noted, fabricate all crickets from tapered stock as
required to provide the specified minimum slope. For example, when
roof slope is indicated as 1/4" per foot minimum, fabricate crickets with
slope of 1/2"per foot minimum.
c. Construct crickets on up slope side of all curbs to ensure positive
drainage.
d. Install tapered edge strips at cricket edges to provide a smooth transition
between the cricket and insulation system below.
3. Insulation boards may require mechanical fasteners and stress plates at slope
transition of crickets to minimize bridging.
C. Roof Drainage:
1. Drainage sumps shall be installed as detailed.
2. The Contractor shall be responsible for carefully laying out the tapered
insulation, sumps, drain bowls and scuppers to ensure the finished roof provides
complete drainage with no standing water.
3. Contractor shall fabricate miter-cut sumps at scuppers to provide smooth
transitions between the insulation system and the drains/scuppers.
4. Sumps shall ensure complete roof drainage and prevent water dams.
5. Contractor shall adjust insulation, drains and scuppers to ensure complete roof
drainage and satisfactory substrates for membrane and flashings.
6. Drain sump components shall be fastened to the deck using specified insulation
fasteners or adhesives.
7. Circular sumps and sumps that do not provide smooth transition or that create
standing water at the drains shall be rejected and shall require removal and
replacement.
D. Insulation Mechanical Attachment
1. Fastener quantity and spacing shall be as indicated in the Contract Drawings.
2. Fasteners shall be installed using manufacturer's recommended equipment and in
accordance with the manufacturer's requirements.
3. Fasteners and stress plates shall be set secure and tight against the insulation
surface,and shall not be over-driven.
4. Fasteners shall engage the top flange of steel decks only.
END OF SECTION 07 22 16
Sebastian Corners Roof Replacement 07 22 16-5 Roof Insulation
SECTION 07 42 13
METAL WALL PANELS(SCREEN WALL)
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Installation of prefinished, prefabricated nonstructural concealed fastener horizontal wall
panels with interlocking seams. Provide screen wall coping cap that matches surrounding
parapet walls.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section,including but not limited to:
1. SheetMetal eta Flashing and Trim Section 07 62 00
1.03 REFERENCES
A. ASTM International
1. A750/A 750 M—Standard Specification for Steel Sheet,Metallic Coated by the Hot-
Dip Process and Prepainted by the Coil Coating Process for Exterior Exposed
Building Products.
2. A653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-
Iron Alloy-Coated(Galvannealed)by the Hot-Dip Process.
3. A792 - Standard Specification for Steel Sheet, 50 percent Aluminum-Zinc Alloy-
Coated by the Hot-Dip Process.
4. B209-Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.
5. D523-Standard Test Method for Specular Gloss.
6. D659-Standard Guide for Testing Industrial Water-Reducible Coatings.
7. D822 - Standard Practice for Filtered Open-Flame Carbon-Arc Exposures of Paint
and Related Coatings.
8. D2244-Standard Practice for Calculation of Color Tolerances and Color Differences
from Instrumentally Measured Color Coordinates.
B. American Architectural Manufacturer's Association (AAMA) 605.2 - Voluntary
Specification for High Performance Organic Coatings.
C. National Roofing Contractors Association(NBCA)-
Roofing Manual.
D. Sheet Metal and Air Conditioning Contractors National Association, inc. (SMACNA) -
Architectural Sheet Metal Manual.
E. Underwriters Laboratories(UL)-Building Materials Directory.
1.04 SYSTEM DESCRIPTION
A. Design Requirements:
1. Provide factory preformed wall panel system that has been pretested and certified
by the manufacturer to .comply with specified requirements under installed
conditions.
2. Provide continuous interlocking seams with open hem male legs that inherently
Sebastian Corners Roof Replacement 07 42 13-1 Metal Wall Panels(Screen Wall)
increases load span capability, stiffness,and flexural stress handling.
B. Attachment of Panels:
1. Maximum fastener spacing for attachment of panels shall not exceed 12"on center.
1.05 SUBMITTALS
A. Refer to Section 01 33 00-Submittals.
B. Latest edition of the Manufacturer's current material specifications and installation
instructions.
C. Manufacturer's Product Data Sheets for all materials specified certifying material complies
with all specified requirements.
D. Shop drawings showing all details,trim pieces, transitions and closures necessary to install
wall panels.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications:
1. Manufacturer shall have a minimum of 10 years experience supplying metal siding
to the region where the work is to be done.
B. Installer Qualifications:
1. Acceptable to, licensed or certified by manufacturer.
2. Not less than 3 years experience with systems.
C. Regulatory Requirements:
1. Comply with local Building Code requirements if more restrictive than those
specified.
1.07 DELIVERY,STORAGE,AND HANDLING
A. Protect against damage and discoloration.
B. Handle panels with non-marring slings.
C. Do not bend panels.
D. Store panels above ground,with one end elevated for drainage.
E. Protect panels against standing water and condensation between adjacent surfaces.
F. If panels become wet,immediately separate sheets,wipe dry with clean cloth,and allow to
air dry.
G. Remove any strippable film coating prior to installation and do not allow it to remain on
the panels in extreme cold,heat or in direct sunlight.
H. Store and dispose of solvent-based materials, and materials used with solvent-based
materials, in accordance with requirements of local authorities having jurisdiction.
Sebastian Corners Roof Replacement 07 42 13-2 Metal Wall Panels(Screen Wall)
1.08 WARRANTY
A. Contractor to provide the manufacturer's twenty (20) year Kynar 500/Hylar 5000 finish
warranty.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Acceptable Manufacturers:
1. MBCI
2. McElroy
3. Merchant&Evans
4. Metal Roofing Systems
5. Metal Sales
6. Morin
7. Ultra Seam
2.02 PRODUCTS
A. Concealed Fastener Wall Panels
1. Base Metal: 24-gauge, Galvalume coated steel meeting or exceeding AZ50 per
ASTM A792.
2. Face: Panels shall be manufactured with two radii stiffening ribs.
3. Panel size: 12 to 16 inches in width.
4. Seam size:Nominal 1 inch deep interlocking seams with a structurally qualifying
open hem on the male leg.
2.03 RELATED MATERIALS
A. Fasteners
1. Hat Chanel Screws: Gasketed stainless steel
2. Concealed Fastener Panel Screws:
a. For metal: Manufacturer's standard #10-16 x 1" long self-drilling, self-
tapping pancake head Phillips drive stainless steel screws.
b. For untreated plywood: Manufacturer's standard #10-12 x 1" long A-
point fastener,pancake head Phillips drive stainless steel screws.
3. Blind Rivets: Solid-threaded,sealed stem type with EPDM washer under head.
a. Exposed rivets shall match color finish of panel.
B. Accessories:
1. Provide manufacturer's standard accessories and other items essential to
completeness of installation including coping,trim, and closures
2. Form flashings,closure,and trim from same gauge and finish as wall panels.
C. Structural Steel Coating: Shall be high solids,low VOC,self-priming epoxy coating for use
on steel structures such as:
a. Amerlock 400 as manufactured by Ameron International
Sebastian Corners Roof Replacement 07 42 13-3 Metal Wall Panels(Screen Wall)
b. Bar-Rust 231 as manufactured by Devoe
c. High Build Epoxy Mastic as manufactured by Duron
d. P45 Epoxy Mastic Coating as manufactured by Benjamin Moore&Co.
D. Hat Channel Sub Framing:
1. 5/8" x 5-1/2", 16 gauge,stainless steel hat channel.
E. Sheet Metal Underlayment: Refer to Section 07 62 00-Sheet Metal Flashing and Trim.
F. Backer Rod: Refer to Section 07 62 00-Sheet Metal Flashing and Trim.
G. Sealant: Refer to Section 07 62 00-Sheet Metal Flashing and Trim. Sealant color to match
wall panel.
H. Metal Wall Panel Closures: Refer to Section 07 62 00-Sheet Metal Flashing and Trim.
2.04 FABRICATION OF SHEET METAL WALL PANELS
A. All steel to be correctively leveled and handled to minimize stress and waviness of sheet
steel.
B. Form and fabricate sheets, seams, strips, edge treatments, integral flashings, and other
components of the metal wall panel to the profiles,patterns,and drainage arrangements as
determined by Engineer,to provide permanent leakproof construction,with no oil canning
or panel distortion.
1. Fabricate panels in full lengths with no end laps.
2. Fabricate exposed items of prefinished sheet metal,color to match panels.
3. Hem exposed edges on underside 1/2 inch(12 mm)miter and seam corners.
4. Provide for thermal expansion and contraction of the Work.
5. Seal joints to achieve leak proof construction per manufacturer's detail.
C. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form
drip.
D. Unless otherwise shown on drawings or specified herein, panels shall be full length.
Fabricate flashings and accessories in longest practical lengths.
E. Wall panels shall be factory formed.Field formed panels are not acceptable.
2.05 FINISH
A. Exterior Finish:
1. Full 70 percent Kynar 500/Hylar 5000 for a total 1.0 mil dry film thickness with a
specular gloss of 10-15 percent when tested in accordance with ASTM D523 at 60
degrees.
PART 3 EXECUTION
3.01 EXAMINATION
A. Substrate:
1.
Examine substrate to ensure that is properly secured and prepared to receive metal
Sebastian Corners Roof Replacement 07 42 13-4 Metal Wall Panels(Screen Wall)
wall panels.
2. Ensure substrate is installed flat, free from objectionable warp,wave, and buckle.
3.02 INSTALLATION
A. Metal Wall Panels:
1. Follow panel manufacturer's directions for horizontal installation.
2. Lap panels away from prevailing wind direction.
3. Do not stretch or compress panel side-laps.
4. Secure panels without warp or deflection.
5. Clean and dry surfaces prior to applying sealant.
6. Exposed fasteners are not allowed,except to fasten flashings,at fixed points,or as
indicated on Drawings.
7. Field apply sealant to penetrations, transitions, and other locations necessary to
prevent water infiltration.
B. Cutting and Fitting:
1. Neat, square and true. Torch cutting, electric saws and grinders with abrasive
wheels are prohibited where cut is exposed to final view.
2. Openings 6 inches (153 mm) and larger in any direction: Shop fabricate and
reinforce to maintain original load capacity.
3. Where necessary to saw-cut panels,debur cut edges.
C. Dissimilar Metals:
1. Where sheet metal is in contact with dissimilar metals,execute juncture to facilitate
drainage and minimize possibility of galvanic action.
2. At point of contact with dissimilar metal, coat metal with protective paint or tape
which can be placed between metals.
3.03 PROTECTION
A. Protect work as required to ensure metal wall panel system will be without damage at time
of final completion.
END OF SECTION 07 42 13
Sebastian Corners Roof Replacement 07 42 13-5 Metal Wall Panels(Screen Wall)
SECTION 07 54 00
THERMOPLASTIC SINGLE-PLY ROOFING
•
PART 1 GENERAL
1.01 WORK INCLUDED
A. Install a mechanically attached thermoplastic membrane and flashings to provide a
permanently watertight system.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section, including but not limited to:
1. Steel Roof Deck Repair/Securement Section 05 31 23
2. Rough Carpentry Section 06 10 00
3. Preparation for Reroofing Section 07 01 50
4. Roof Insulation Section 07 22 16
5. Sheet Metal Flashing and Trim Section 07 62 00
6. Roof Accessories Section 07 72 00
1.03 REFERENCES
A. Refer to the following references,current edition for specification compliance:
1. Florida Building Code(FBC)
2. ASTM International
3. National Roofing Contractors Association(NRCA)
4. Underwriters Laboratory(UL)
5. FM Global
6. Single Ply Roofing Institute
1.04 SUBMITTALS
A. Refer to Section 01 33 00-Submittal Procedures for Submittals.
B. Latest edition of the Manufacturer's current material specifications and installation
instructions.
C. Manufacturer's Product Data Sheets for all materials specified certifying material complies
with all specified requirements.
D. Submit documentation of approved,tested roof system to meet the specified requirements
for the following:
1. Wind uplift pressures
2. UL Fire Resistance Rating
1.05 DELIVERY,STORAGE AND HANDLING
A. All products delivered to the job site shall be in the original unopened containers or
wrappings bearing all seals and approvals.
Sebastian Corners Roof Replacement 07 54 00-1 Thermoplastic Single Ply Roofing
B. Handle all materials to prevent damage. Place all materials on pallets and fully protect
from moisture.
C. Membrane rolls shall be stored lying down on pallets and fully protected from the weather
with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not accepted due to the
accumulation of moisture beneath the tarpaulin in certain weather conditions that may
affect the ease of membrane weldability.
D. All adhesives shall be stored at temperatures approved for the product.
E. All flammable materials shall be stored in a cool, dry area away from sparks and open
flames. Follow precautions outlined on containers or supplied by material manufacturer/
supplier.
F. All materials which are determined to be damaged by the Engineer or membrane
manufacturer are to be removed from the job site and replaced at no cost to the Owner.
1.06 PROJECT CONDITIONS
A. Roofing shall not be applied during precipitation. Contractor assumes all responsibility for
starting installation in the event there is a probability of precipitation occurring during
application.
B. Only as much of the new roofing as can be made weathertight each day, including all
flashing and detail work, shall be installed. All seams shall be cleaned and heat welded
before leaving the job site that day.
C. All work shall be scheduled and executed without exposing the interior building areas to
the effects of inclement weather. The existing building and its contents shall be protected
against all risks.
D. All surfaces to receive new insulation,membrane or flashings shall be dry. Should surface
moisture occur, the Applicator shall provide the necessary equipment to dry the surface
prior to application.
E. All new and temporary construction,including equipment and accessories,shall be secured
in such a manner as to preclude wind blow-off and subsequent roof or equipment damage.
F. Uninterrupted waterstops shall be installed at the end of each day's work and shall be
completely removed before proceeding with the next day's work. Waterstops shall not emit
dangerous or unsafe fumes and shall not remain in contact with the finished roof as the
installation progresses. Contaminated membrane shall be replaced at no cost to the Owner.
G. Arrange work sequence to avoid use of newly constructed roofing as a walking surface or
for equipment movement and storage. Where such access is absolutely required, the
Applicator shall provide all necessary protection and barriers to segregate the work area
and to prevent damage to adjacent areas. A protection layer of plywood over insulation
board shall be provided for all new and existing roof areas that receive rooftop traffic
during construction.
H. Prior to and during application, all dirt, debris and dust shall be removed from surfaces,
either by vacuuming, sweeping,blowing with compressed air and/or similar methods.
I. Contaminants, such as grease, fats, oils, and solvents, shall not be allowed to come into
contact with the roofing membrane. All rooftop contamination that is anticipated or that is
occurring shall be reported to the Engineer and membrane manufacturer to determine the
Sebastian Corners Roof Replacement 07 54 00-2 Thermoplastic Single Ply Roofing
corrective steps to be taken.
J. If any unusual or concealed condition is discovered,the contractor shall stop work,notify
Owner of such condition immediately,and in writing within 24 hours.
K. The roofing membrane shall not be installed under the following conditions without
consulting the membrane manufacturer's technical department for precautionary steps:
1. The roof assembly permits interior air to pressurize the membrane underside.
2. Any exterior wall has 10%or more of the surface area comprised of opening doors
or windows.
3. The wall/deck intersection permits air entry into the wall flashing area.
L. Precautions shall be taken when using membrane adhesives at or near rooftop vents or air
intakes. Adhesive odors could enter the building. Coordinate the operation of vents and
air intakes in such a manner as to avoid the intake of adhesive odor while ventilating the
building. Keep lids on unused cans at all times.
1.07 QUALITY ASSURANCE
A. Manufacturer Requirements:
1. Manufacturer must have written contractor/installer approval program.
2. Products manufactured by other manufacturers and private labeled are not
acceptable.
3. See materials section for general product description and specified requirements.
B. Contractor Requirements:
1. This roofing system shall be applied only by a Contractor authorized by the
membrane manufacturer prior to bid.
2. Application of the roofing system shall be accomplished by a primary roofing
contractor,his roofing foreman,and sufficient applicator technicians who all have
been trained and approved by the manufacturer of the single ply roofing system.
Contractor to submit evidence of qualification from the manufacturer.
C. Upon completion of the installation an inspection shall be made by a representative of the
membrane manufacturer to review the installed roof system and list all deficiencies.
D. There shall be no deviation made from the Contract Documents or the approved shop
drawings without prior written approval by the Engineer.
E. All work shall be completed by personnel trained and authorized by the membrane
manufacturer.
F. Contractor to provide manufacturer written verification indicating all seams have been
probed and are watertight.
G. Install roofing system to meet UL 790 Class A Fire Rating.
H. Wind Design:
1. Install roofing system to meet or exceed the requirements of the current adopted
version of the Florida Building Code and ASCE-7.
1.08 WARRANTIES
Sebastian Corners Roof Replacement 07 54 00-3 Thermoplastic Single Ply Roofing
A. Manufacturer's Guarantee: Manufacturer's standard form, non pro-rated, without
monetary limitation or deductibles, in which manufacturer agrees to repair or replace
components of roofing system that fail in materials or workmanship within specified
warranty period. Failure includes roof leaks or breaches in the primary roof membrane
causing moisture to enter the substrate below(even if visible leaks are not observed inside
the facility). Warranty to remain in effect for wind speeds up to 72 mph. Warranties
requiring the Owner's signature will not be acceptable.
1. Warranty to include but not be limited to membrane, insulation, adhesives,
fasteners,sealants,flashings,polymer clad sheet metal,etc.
2. Warranty Period: Twenty years from date of Substantial Completion.
3. Manufacturer's Representative shall attend two post construction field inspections:
the first no earlier than twenty-three(23)months and no later than twenty-four(24)
months after the date of Substantial Completion and the second no earlier than fifty-
nine(59)months and no later than sixty(60)months. Submit a written report within
seven(7)days of the site visits to the Engineer listing observations, conditions and
any recommended repairs or remedial action.
PART 2 PRODUCTS
2.01 MANUFACTURER
A. Membrane materials shall be manufactured by the following:
1. Sika Sarnafil
2. Fibertite
2.02 MEMBRANE MATERIALS
A. Mechanically Attached Membrane and Components:
1. Membrane
a. Sika Sarnafil,60 mil, S327
b. Fibertite 36 mil SM
2. Coverstrip: Shall be 8"wide pre-cut polyester reinforced flashing strip.
3. Membrane Fasteners and Plates/Attachment Bar: Shall be approved and provided
by membrane manufacturer for the deck type and membrane configuration.
a. Fastener shall be phillips head, carbon steel fastener with corrosion
resistant coating designed for use with specified plate meeting the
following minimum requirements:
i. Shank diameter: .21"
ii. Thread diameter: .26"
iii. Head diameter: .435"
iv. Thread density: 13 turns per inch.
2.03 RELATED MATERIALS
A. Flashing/Stripping Membrane: Shall be a non fleeceback, thermoplastic membrane
reinforced with fiberglass. Utilize asphalt resistant flashing membrane where in contact
with residual asphaltic materials or as required by the manufacturer.
Sebastian Corners Roof Replacement 07 54 00-4 Thermoplastic Single Ply Roofing
1. Sika Sarnafil 60 mil G410
2. Fibertite 60 mil SM
B. Asphalt Resistant Flashing/Asphalt Resistant Stripping Membrane: Shall be a 60-mil
minimum thickness non fleeceback, asphalt resistant, thermoplastic membrane reinforced
with fiberglass or polyester.
C. Flashing Adhesive: Shall be membrane manufacturer's solvent based adhesive.
1. Sika Sarnafil Sarnacol 2170
2. Fibertite FTR 190e
D. Fluid Applied Flashing:Shall be roof system manufacturer's approved,reinforced,PMMA
liquid applied flashing:
1. Sika Sarnafil Liquid Flashing
2. Fibertite—as approved by manufacturer.
E. T-joint Patch: Shall be membrane manufacturer's circular patch welded over T joints
formed by overlapping thick membranes.
F. Corner Flashing: Shall be membrane manufacturer's pre-formed inside and outside
flashing corners that are heat-welded to membrane or polymer clad metal base flashings.
G. Pipe Flashing: Shall be membrane manufacturer's pre-formed pipe boot flashing that is
heat-welded to membrane and secured with a stainless steel draw band and sealant.
H. Termination Bar: Shall be manufacturer's 1/8"by 1" mill finish extruded aluminum bar
with pre-punched slotted holes.
I. Counterflashing Bar: Shall be a prefabricated extruded aluminum metal counterflashing
and termination bar. 0.10"-0.12" thick bar with 2-1/4" profile, pre-drilled holes 8" on
center and sealant kick out at top edge.
J. Sealant: Shall be manufacturer's multi-purpose sealant.
K. Fasteners:
1. Flashing Membrane Termination Screws: #12 stainless steel hex or pan head
screws with length to penetrate substrate a minimum of 1-1/2".
2. Concrete and Masonry Flashing Membrane Termination Anchors:
a. 1/4" diameter metal based expansion anchor with stainless steel pin of
length to penetrate substrate a minimum of 1-1/2".
b. Masonry screws, approved my membrane manufacturer, 1/4 inch
minimum diameter,corrosion resistant,with Phillips flat head. Length to
provide minimum 1-1/2"embedment into substrate.
3. Steel Deck Fasteners and Plates: Shall be #12 stainless steel pan head screw
approved by membrane manufacturer of length to penetrate top flange of steel deck
a minimum of 1"with galvalume plates approved for membrane attachment.
L. Primary Membrane Cleaner: Shall be a high quality solvent cleaner provided by membrane
manufacturer and approved by engineer for use as a general membrane cleaner.
M. Pre-weld Cleaner: Shall be a high quality solvent based seam cleaner with moderate
Sebastian Corners Roof Replacement 07 54 00-5 Thermoplastic Single Ply Roofing
evaporation rate provided by membrane manufacturer.
N. Walkway Pad: Shall be walkway pad by manufacturer of membrane.
O. Pre-Fabricated Expansion Joint: Shall be manufacturer's approved pre-fabricated
expansion joint made with polyester reinforced membrane,neoprene foam and galvanized
metal.
P. Polymer Clad Metal: Refer to Section 07 62 00-Sheet Metal Flashing and Trim
PART 3 EXECUTION
3.01 SUBSTRATE PREPARATION
A. Verify that the substrate is dry, clean, smooth, and free of loose material, oil, grease, or
other foreign matter. Sharp ridges and other projections and accumulations of bitumen
shall be removed to ensure a smooth surface before roofing.
B. Asphalt roofing substrates shall be removed, covered, or flashed using compatible,
approved materials. PVC shall not come in contact with substrates containing asphalt
materials.
C. Any deteriorated substrate shall be repaired.
D. Beginning installation means acceptance of prepared substrate.
E. Provide necessary protection from adhesive vapors to prevent interaction with foamed
plastic insulation.
3.02 MEMBRANE INSTALLATION(SCREWS AND PLATES)
A. General
1. Membrane is to be attached with membrane fasteners and plates according to
membrane manufacturer's requirements.
2. Membrane overlaps shall be shingled with the flow of water.
3. Full-width rolls of membrane shall be fastened perpendicular to the direction of
the steel deck flutes.
4. Tack welding of membrane rolls for purposes of temporary restraint during
installation is not permitted.
B. Perimeter and Corner Areas
1. Over the properly installed and prepared substrate surface, half-width rolls (60"
width) are to be installed either parallel or perpendicular to the entire perimeter
edge. Membrane fasteners and plates are installed along the edge of the membrane
on the fastening line six(6")inches on center. Plate is held back 1 inch from the
outer edge of the membrane. The adjacent half-roll is positioned to overlap the
fastened edge of the first half-roll by 5-1/2 inches in accordance with the overlap
lines marked on the sheet's edge. The 5-1/2 inch overlap will allow the top
membrane to extend 2-1/2 inches past the membrane fastener and plate for heat-
welding. Fasteners shall clamp the membrane tightly to the substrate. In corner
areas where perimeter half-rolls intersect, add rows spaced 54-1/2" on center of
membrane fasteners and plates over the top of the half-rolls and weld a coverstrip
above them for watertightness.
Sebastian Corners Roof Replacement 07 54 00-6 Thermoplastic Single Ply Roofing
2. Refer to the Contract Drawings for perimeter and corner layout.
3. Hot-air weld overlaps according to membrane manufacturer's requirements. Seam
test cuts shall be taken at least 3 times per day.
C. Field Area
1. Over the properly installed and prepared substrate surface, full-width rolls(120")
are to be installed perpendicular to the steel deck flutes. Membrane fasteners and
plates are installed along the edge of the membrane on the fastening line six(6")
inches on center. Plates are held-back 1 inch from the outer edge of the membrane.
The adjacent full-roll is positioned to overlap the fastened edge of the first full-roll
by 5-1/2 inches in accordance with the overlap lines marked on the sheet's edge.
The 5-1/2 inch overlap will allow the top membrane to extend 2-1/2 inches past
the membrane fastener and plate for heat-welding. Fasteners shall clamp the
membrane tightly to the substrate.
2. Hot-air weld overlaps according to membrane manufacturer's recommendations.
Seam test cuts shall be taken at least 3 times per day.
3.03 MEMBRANE TERMINATION
A. Terminate membrane at all walls as shown in the contract drawings.
1. Roof Deck: Membrane shall be mechanically terminated using approved fasteners
and plates six(6)inches on center.
2. Wood Wall Substrate: Membrane shall be turned up wall one inch and
mechanically terminated using approved screws eight(8) inches on center with a
termination bar.
3. Concrete/Masonry Wall Substrate: Membrane shall be turned up wall one inch
and mechanically terminated using approved anchors eight (8) inches on center
with a termination bar.
B. Membrane shall extend over roof edge a minimum of 2" below the perimeter wood
blocking.
3.04 FLASHING INSTALLATION
A. General
1. All flashings shall be installed concurrently with the roof membrane as the job
progresses.
2. No temporary ryflashin s shall be allowed without the prior written approval of the
Engineer and Manufacturer. Approval shall only be for specific locations on
specific dates. If any water is allowed to enter under the newly completed roofing,
the affected area shall be removed and replaced at the Contractor's expense.
3. Seams shall not be "taped" as temporary measure but shall be fully completed
before the end of each day.
4. Flashing shall be adhered to compatible, dry, smooth, and solvent-resistant
surfaces.
5. Where substrates are incompatible with adhesives and PVC materials, the
Contractor shall remove the incompatible materials and replace it with a
compatible substrate,or install compatible PVC flashing materials.
6. Use caution to ensure adhesive fumes are not drawn into the building.
B. Adhesive for Flashing Membrane
Sebastian Corners Roof Replacement 07 54 00-7 Thermoplastic Single Ply Roofing
1. Over the properly installed and prepared flashing substrate,flashing adhesive shall
be applied according to instructions found on the Product Data Sheet. The
membrane adhesive shall be applied in smooth,even coats with no gaps,globs or
similar inconsistencies.
2. Only an area which can be completely covered in the same day's operations shall
be flashed. The bonded sheet shall be pressed firmly in place with a hand roller.
3. No adhesive shall be applied in seam areas that are to be welded.
C. All flashings shall mechanically terminated a minimum of 8 inches above the finished
roofing surface using approved fasteners and counterflashing bar unless otherwise
indicated in the Contract Drawings. Flashing heights less than 8" shall be accepted in
writing by the Manufacturer's Technical Department.
D. All flashing membranes shall be consistently adhered to substrates. All interior and
exterior corners and miters shall be cut and hot-air welded into place. No bitumen shall be
in contact with the(roof)membrane.
E. All flashings shall be hot-air welded at their joints and at their connections with the(roof)
membrane.
F. All flashings that exceed 30 inches(0.75 m)in height shall receive additional securement.
Consult Manufacturer's Technical Department for securement methods.
G. Corners shall be flashed using the membrane manufacturer's pre-formed corners.
H. Polymer Clad sheet metal incorporated into the roofing system shall be sealed off with a
heat welded stripping ply. The stripping ply shall extend four inches beyond sheet metal
onto roof membrane and fit closely to edge of sheet metal.
Soil Pipe/Pipe Penetration:
1. Provide field wrapped pipe penetration flashing or manufacturer's pre-fabricated
pipe boot as shown in detail drawing.
2. Apply aluminum tape to penetration if asphalt contamination is present.
3. Extend existing pipe to obtain a minimum 8"finished flashing height.
4. Cut existing pipe to obtain a maximum 12" finished flashing height.
5. Horizontal flashing membrane shall be hot-air welded a minimum of four inches
onto the membrane.
6. Vertical flashing membrane shall be fully adhered to pipe penetration and extend
a minimum of 1.5" horizontal at the base of penetration. Hot-air weld vertical
flashing membrane to horizontal flashing membrane.
7. Install stainless steel draw band and sealant or hot-air weld flashing cap to
terminate top edge of pipe flashing.
3.05 HOT-AIR WELDING OF SEAM OVERLAPS
A. General
1. All seams shall be hot-air welded. Seam overlaps should be 3 inches (75 mm)
wide when automatic machine-welding and 4 inches(100 mm)wide when hand-
welding,except for certain details.
2. Welding equipment shall be provided by or approved by the membrane
manufacturer. All mechanics intending to use the equipment shall have
successfully completed a training course provided by a membrane manufacturer's
technical representative prior to welding.
Sebastian Corners Roof Replacement 07 54 00-8 Thermoplastic Single Ply Roofing
3. All membrane to be welded shall be clean and dry.
B. Hand-Welding
1. Hand-welded seams shall be completed in two stages. Hot-air welding equipment
shall be allowed to warm up for at least one minute prior to welding.
2. The back edge of the seam shall be welded with a narrow but continuous weld to
prevent loss of hot air during the final welding.
3. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the
membrane. Once the proper welding temperature has been reached and the
membrane begins to "flow," the hand roller is positioned perpendicular to the
nozzle and pressed lightly. For straight seams,the 1'h inch(40 mm)wide nozzle
is recommended for use. For corners and compound connections,the 3/4 inch(20
mm)wide nozzle shall be used.
C. Machine Welding
1.
Machine welded seams are achieved by the use of automatic welding equipment.
When using this equipment, instructions from the manufacturer shall be followed
and local codes for electric supply, grounding and over current protection
observed. Dedicated circuit house power or a dedicated portable generator is
recommended. No other equipment shall be operated off the generator.
2. Metal tracks may be used over the deck membrane and under the machine welder
to minimize or eliminate wrinkles.
D. Quality Control of Welded Seams
1. The Applicator shall check all welded seams for continuity using a rounded
screwdriver. Visible evidence that welding is proceeding correctly is smoke
during the welding operation,shiny membrane surfaces,and an uninterrupted flow
of dark grey material from the underside of the top membrane. On-site evaluation
of welded seams shall be made daily by the Applicator to locations as directed by
the Engineer or membrane manufacturer's representative. One inch(25 mm)wide
cross-section samples of welded seams shall be taken at least three times a day.
Correct welds display failure from shearing of the membrane prior to separation of
the weld. Each test cut shall be patched by the Applicator at no extra cost to the
Owner.
3.06 TEMPORARY CUT-OFF
A. All flashings shall be installed concurrently, with the membrane in order to maintain a
watertight condition as the work progresses.
B. When a break in the day's work occurs in the central area of the project install a temporary
watertight seal. An 8" strip of flashing membrane shall be welded 4" to the new field
membrane. The remaining 4"of flashing membrane shall be sealed to the deck and/or the
substrate so that water will not be allowed to travel under the new or existing membrane.
The edge of the membrane shall be sealed in a continuous heavy application of pourable
sealer of 6 inch width. When work resumes,the contaminated membrane shall be removed
and disposed of. None of these materials shall be reused in the new work.
C. If inclement weather occurs while a temporary water stop is in place,the Contractor shall..
provide the labor necessary to monitor the situation to maintain a watertight condition.
D. If any water is allowed to enter under the newly-completed system,the affected area shall
Sebastian Corners Roof Replacement 07 54 00-9 Thermoplastic Single Ply Roofing
be removed and replaced at the Contractor's expense.
3.07 CLEANING AND PROTECTION
A. The Contractor shall be responsible for protecting the roof from construction related
damages during the Work.
B. The Contractor shall ensure trash and debris is removed from the roof daily.
C. Metal scraps, nails, screws and other sharp damaging debris shall be kept off of the roof
membrane surface during construction.
D. The Contractor shall clean off/remove excess adhesive, sealant, stains and residue on the
membrane and flashing surfaces.
E. The Contractor shall repair or remove and replace damaged membrane,flashings and other
membrane components. Repairs shall be approved bythe Engineer and be in accordance
P P PP g
with the membrane manufacturers repair instruction to comply with the specified warranty.
F. The Contractor shall remove temporary coverings and masking protection from adjacent
work areas upon completion.
END OF SECTION 07 54 00
Sebastian Corners Roof Replacement 07 54 00-10 Thermoplastic Single Ply Roofing
II
SECTION 07 62 00
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.01 WORK INCLUDED
A. Fabrication and installation of new sheet metal flashings and trim to provide a permanently
watertight condition.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section, including but not limited to:
1. Rough Carpentry Section 06 10 00
2. Thermoplastic Single Ply Roofing Section 07 54 00
1.03 REFERENCES
A. Refer to the following references for specification compliance:
1. Florida Building Code(FBC)
2. ASTM International
3. National Roofing Contractors Association(NRCA)
4. Sheet Metal and Air Conditioning Contractors National Association(SMACNA)
a. Architectural Sheet Metal Manual,Seventh Edition—January,2012
5. ANSI/SPRI ES-1
1.04 SUBMITTALS
A. Refer to Section 01 33 00-Product Submittals for Submittals.
B. Manufacturer's Product Data Sheets for all materials specified certifying material complies
with all specified requirements.
C. Pre-finished sheet metal and sealant color chart.
D. Shop Drawings for any transitions and/or terminations not depicted in Contract Drawings.
1.05 MOCK-UPS
A. Provide mock-ups of the following sheet metal components prior to fabrication of the
components:
1. Coping:Provide minimum 10'length of coping mock-up including any applicable
fascia covers. Mock-up shall include at least one seam of the configuration
specified.
2. Gutter: Provide mock-up of gutter, gutter bracket and gutter hanger. Mock-up
shall include one lap in gutter section.
3. Metal Edge and Fascia Cover: Provide minimum 10' length of metal edge and
fascia cover. Include at least one lap of each component.
Sebastian Corners Roof Replacement 07 62 00-1 Sheet Metal Flashing and Trim
1.06 QUALITY ASSURANCE
A. Installation shall comply with the Contract Drawings. References to figures are from
SMACNA Architectural Sheet Metal Manual, Seventh Edition—January,2012.
B. Ensure work is free of leaks in all weather conditions.
C. Fabricate metal edge (where no gutter is present) and coping in accordance with
ANSI/SPRI ES-1 requirements.
D. Workmanship shall be first-class in every respect. The sheet metal work shall be assembled
and secured in accordance with these specifications,the manufacturer's requirements and
referenced standards.
1.07 DELIVERY,STORAGE AND HANDLING
A. Delivery: Deliver materials in the manufacturer's original sealed and labeled containers
and in quantities required to allow continuity of application.
B. Storage: Store materials within areas designated or approved by the Owner. Ensure
materials remain dry,covered and not in contact with the ground.
C. Handling: Handle material in such manner as to preclude damage and contamination with
moisture or foreign matter.
1.08 PROJECT CONDITIONS
A. Environmental: Protect building and its components from the elements at all times during
the project.
B. Coordination and Scheduling: Coordinate all phases of work to allow continuity of work
without delays.
1.09 WARRANTY
A. Contractor to provide the pre-finished sheet metal manufacturer's thirty (30) year finish
warranty from the date of substantial completion.
B. Provide certification of air-dried kynar paint or powder coating for specified materials.
PART 2 PRODUCTS
2.01 PRE-FINISHED STEEL
A. Galvalume coated steel meeting or exceeding AZ50 per ASTM A792. Manufacturer's
smooth finish, pre-finished color coatings consisting of full strength 70% Kynar 500
fluorocarbon(Polyvinylidene Fluoride PVF2)coating over a urethane primer on the finish
side,with primer and a wash coat on the reverse. All measurements per NCCA Technical
Bulletin II-4 or ASTM D1005. A strippable plastic film should protect the finish during
fabrication and installation. Manufacturer's standard color to be selected by Owner.
1. 24 gauge
a. Slip Flashing
b. Receiver Flashing
Sebastian Corners Roof Replacement 07 62 00-2 Sheet Metal Flashing and Trim
c. Counterflashing
d. Coping
e. Gutter
f. Collector Head
g. Scupper Face Plate
h. Downspouts
2.02 GALVALUME
A. Galvalume coated steel meeting or exceeding AZ50 per ASTM A792
1. 22 gauge
a. Continuous Cleat
2.03 STAINLESS STEEL
A. 26 gauge,Type 304 as tested in accordance with ASTM A 167.
1. Multiple Pipe Enclosure Components
a. Pipe Enclosure Flashing
b. Closure Cap
2. Pitch Pan
B. Compression Bar: 1/4"X 1.5"stainless steel flat bar.
2.04 LEAD
A. Four pound soft lead:
1. Soil Pipe Flashing
2. Roof Drain Flashing—utilize 30"x 30"sheet
3. Lead Wedges
2.05 POLYMER CLAD METAL(PVC)
A. Polymer Clad Metal—Heat-weldable, 24 gauge, AISI G90 galvanized steel sheet with a
20-mil unsupported thermoplastic membrane coating to match the flashing membrane
composition laminated on one side. Polymer-Clad metal shall be manufactured by, and
included in the warranty of,the single-ply membrane Manufacturer. Color shall be selected
by Owner.
1. Flange/Sleeve
2. Metal Edge
3. Scupper Liner
2.06 FASTENERS
A. Roofing Nails: 11 or 12 gauge stainless steel ring shank roofing nails with diamond point,
minimum 3/8" diameter head and length as required to penetrate substrate a minimum of
1-1/4".
B. Screws:
Sebastian Corners Roof Replacement 07 62 00-3 Sheet Metal Flashing and Trim
1. Sheet metal to wood attachment (exposed): #12 stainless steel, 5/16 HWH with
length to penetrate substrate a minimum of 1-1/2". Provide with bonded EPDM
washer or washer specified below.
2. Sheet metal to wood attachment (concealed): #10 stainless steel, low profile
pancake head with length to penetrate substrate a minimum of 1-1/2".
3. Sheet metal to light gauge steel attachment:#14-13 DPI stainless steel low profile
pancake head of length as required for three threads to penetrate metal substrate or
min. 1" penetration though wood substrates.
4. Sheet metal to sheet metal attachment (exposed): 1/4" x 7/8" carbon steel, self-
drilling point,self-tapping,zinc alloy hex head screws with bonded EPDM tubular
washer under head of fastener;screw heads to match color of wall panel by means
of factory applied coating.
C. Concrete and Masonry Anchors: 1/4"diameter metal based expansion anchor with stainless
steel pin of length to penetrate substrate a minimum of 1-1/2".
D. Washers: Shall be stainless steel with neoprene gasket backing. Shall be 9/16" diameter
for use with#12 screws and 5/8"diameter for use with 1/4"diameter concrete and masonry
anchors.
E. Rivets: #44 stainless steel rivets with stainless steel mandrel. Length of rivet to properly
fasten particular sheet metal components. Rivets shall be factory painted to match adjacent
sheet metal.
2.07 RELATED MATERIALS
A. PVC Flashing:20 mil corrosion resistant,waterproof PVC flashing.
B. Compressible Insulation:Un-faced friction-fit fiberglass building insulation,cut to fit from
3-1/2"x 15"x48"batts.
C. Polyurethane Sealant: One-component elastomeric gun grade polyurethane sealant
conforming to ASTM C 920, Type S,Grade NS, Class 25, and use NT, M,A, G, or 0 as
required by substrate conditions. Color to match adjacent materials.
D. Sealant Tape:Minimum%2"wide non-skinning butyl sealant tape.
E. Butyl Sealant: Shall be gun grade, non-skinning, non-hardening, flexible blend of butyl
rubber and polyisobutylene sealant.
F. Aluminum Tape: Pressure-sensitive, 2" wide aluminum tape used as a separation layer
between small areas of asphalt contamination and the membrane and as bond breaker under
the metal edge cover plates.
G. Backer Rod: Closed-cell polyethylene or polyurethane rods sized approximately 25%
larger than joint opening.
H. Solder: 80-20 lead-TIN alloy conforming to ASTM B32.
I. Flux: Muriatic acid killed with zinc or an accepted brand of commercial soldering flux
designed for use with 80-20 solder.
J. Non-Shrink Grout:High early strength,non-rusting non-shrink grout conforming to ASTM
C 1107 Grade C (modified for rapid-setting grout) such as 747 Rapid Setting Grout as
Sebastian Corners Roof Replacement 07 62 00-4 Sheet Metal Flashing and Trim
manufactured by ThoRoc (ChemRex), Multi Purpose Non-Shrink Grout as manufactured
by US Mix,or Sikagrout 212 as manufactured by Sika.
K. Pourable Sealer:Two part pourable polyurethane sealant conforming to ASTM D 429,and
designed to seal around penetrations.
PART 3 EXECUTION
3.01 EXAMINATION
A. Coordinate with other work for correct sequencing of items which make up the entire
system.
B. Ensure substrates are installed, secured and modified to accommodate sheet metal
flashings.
C. Deficiencies associated with the sheet metal substrates shall be reported to Engineer before
beginning sheet metal work. All such deficiencies shall be corrected before installing sheet
metal flashings.
3.02 INSTALLATION
A. General:
1. All joints to be locked and sealed or soldered.
2. Provide for thermal movement (expansion and contraction) of all exposed sheet
metal.
3. Where dissimilar metals contact, galvanic action shall be prevented by means of
heavy coat of asphalt paint.
4. All metal flanges shall be installed on top of membrane and adhered as indicated
in detail drawings. Metal flanges connected to the roof shall be installed per
membrane manufacturer's specifications and the requirements herein.
5. Various sheet metal sections shall be uniform with corners, joints and angles
mitered,sealed and secured.
6. Exposed edges shall be returned(hemmed);both for strength and appearance,and
sheet metal shall be fitted closely and neatly.
7. Provide cleats or stiffeners and other reinforcements to make all sections rigid and
substantial.
8. Sheet metal shall be fabricated,supported, cleated, fastened and joined to prevent
warping,"oil canning",and buckling.
9. All sheet metal details shall provide for redundancy including but not limited to
sheet metal underlayment and/or sealants. This secondary protection shall be
installed, sealed and lapped to ensure a redundant layer of protection will shed
moisture infiltration in the sheet metal fails.
B. Sheet Metal Underlayment:
1. Fully adhere to substrates where indicated in Contract Drawings.
2. Lap adjoining sections a minimum of 3" and fully adhere.
3. Shall extend beyond wood blocking a minimum of 1" at roof edges and parapet
walls.
4. At roof edges and parapet walls, sheet metal underlayment shall be installed
concurrently with roof membrane and flashing installation. Temporary weather
Sebastian Corners Roof Replacement 07 62 00-5 Sheet Metal Flashing and Trim
protection utilizing other materials is not acceptable when sheet metal
underlayment is specified.
C. Fasteners: Shall be size and type required.
1. All fasteners to be rust resistant and compatible with materials to be joined.
2. All exposed fasteners shall be stainless steel screws with washers fastened through
5/16"predrilled oversized holes.
3. All exposed fasteners into concrete or masonry shall be metal based expansion
anchor with stainless steel pin with washers fastened through 11/32" predrilled
oversized holes.
4. All exposed fasteners shall have factory painted heads to match the sheet metal
color.
5. Exposed horizontal surface fasteners are not acceptable.
D. Soil Pipe
1. Provide Prefabricated Pipe Penetration Flashing as shown in detail drawing with a
4"minimum flange.
2. Set flange in a full bed of roofing cement over base ply and strip in as specified.
3. Provide separate flashing cap extending a minimum of 1"down inside pipe,and a
minimum of 3" down outside the pipe.
4. Clean and solder all seams.
E. Pipe Penetration
1. Fabricate flange/sleeve and umbrellas as shown in detail drawings. Refer to
SMACNA Architectural Sheet Metal Manual Figure 8-9C.
2. Provide a 4"minimum flange attached and stripped in as indicated in the Contract
Drawings.
3. Install watertight umbrella with stainless steel draw band and sealant properly
tooled to ensure adhesion and slope to shed water.
4. Vertical leg of umbrella flashing shall extend a minimum of 2" below the sleeve
top and be positioned as low as possible on the sleeve.
5. Clean and solder all seams.
F. Slip Flashing for Curbs
1. Fabricate slip flashing at curbs as shown in detail drawings in 10'lengths.
2. Slip flashing shall extend a minimum of 2 inches below base flashing termination
and shall fit tightly against curb.
3. Secure slip flashing 12"on center of a minimum of two fasteners per side of the
curb.
4. Notch and lap ends of adjoining sections not less than 4"; apply sealant tape
between sections.
5. Lap miters at corners a minimum of 1 inch and apply sealant between laps. Rivet
at 2"on center.
G. Equipment Support
1. Wrap top of equipment support with sheet metal underlayment to extend two
inches below base flashing termination.
2. Fabricate equipment support cap at curbs as shown in detail drawings in one
continuous piece of sheet metal and secure at eighteen inches on center.
Sebastian Corners Roof Replacement 07 62 00-6 Sheet Metal Flashing and Trim
H. Parapet Wall
1. Fabricate coping in 10' lengths. Width of coping shall be fabricated to be a
maximum of 1/2" wider than the width of the wall; Contractor is responsible to
field verify parapet wall width prior to sheet metal fabrication. Refer to SMACNA
Architectural Sheet Metal Manual Figure 3-4A.
2. Install tapered edge strip mechanically attached or set in foam adhesive to top of
wood blocking.
3. Install flashing membrane up and over parapet extending a minimum of 1" below
wood blocking.
g
4. Install continuous cleat fastened to substrate 6" on center in vertical leg. Locate
fasteners no greater than 2"from the bottom hem.
5. Lock outside face of coping onto continuous cleat and secure inside face as
follows:
a. For coping widths up to and including 12 inches, secure with screws
through waterproof washers and oversized holes at 18 inches on center.
b. For coping widths greater than 12 inches, secure inside face with
continuous cleats. Secure cleat through vertical face of cleat to blocking
with fasteners at 6 inches on center. Locate fasteners no greater than 2
inches from the bottom hem.
6. Provide drive seam at adjoining coping sections. Turn cover ends back a minimum
of 1" onto itself. Allow Vi" space between coping sections for expansion and
contraction and install sealant. Refer to SMACNA Architectural Sheet Metal
Manual Figure 3-2,type 4.
7. Provide one-piece coping section at four way and tee intersections.
8. Turn coping ends up a minimum of 2" at elevation walls and cover termination
with surface mounted counterflashing.
Through-Wall Primary/Overflow Scupper
1. Fabricate thru-wall scupper flange, liner, and faceplate as shown in detail
drawings. Scuppers dimensions shall be as indicated in the Contract Drawings.
2. Hot-air weld stripping membrane at seams of the flange and liner.
3. Install flashing membrane through scupper opening prior to installing new scupper
to seal wall cavity.
4. Provide flange which extends a minimum of 4"on top and sides of scupper, and
extends a minimum of 4"out onto the horizontal membrane. Mechanically fasten
the horizontal flange into structural deck 8" on center or a minimum of two
fasteners per scupper with approved fasteners.
5. Strip-in flange as specified in Contract Drawings.
6. Provide faceplate which extends 1.5"around the entire scupper and secure to wall
substrate with four fasteners. Set faceplate in a bead of sealant.
7. Scupper Liner shall extend 1" beyond the exterior wall face and lock onto
faceplate.
8. Collector Heads:
a. Fabricate collector heads as shown in detail drawings. Refer to SMACNA
Architectural Sheet Metal Manual Figure 1-25F.
b. All joints to be sealed and pop riveted. Install beads of sealant inside
conductor head at all seams and rivets.
c. Back edge of conductor head shall be locked to through-wall scupper.
Refer to SMACNA Architectural Sheet Metal Manual Figure 1-26A.
Sebastian Corners Roof Replacement 07 62 00-7 Sheet Metal Flashing and Trim
d. Front edge of collector head shall be 1"below scupper.
J. Metal Edge(Thermoplastic)
1. Fabricate metal edge as shown in detail drawings in 10' lengths. Refer to
SMACNA Architectural Sheet Metal Manual Figure 2-1 except for continuous
cleat dimensions which shall be as shown in Contract Drawings.
a. Fabricate without vertical gravel stop at drainage edges and%inch vertical
gravel stop at non-drainage edges.
2. Terminate membrane at roof edge and hot-air weld flashing membrane strip to
extend down the outside vertical face over the wall.
3. Provide sealant tape at base of flashing membrane on outside of wall to prevent
moisture infiltration.
4. Install a continuous cleat over fascia cover as indicated in detail drawings fastened
to substrate 6"on center. Locate fasteners no greater than 2"from the bottom hem.
5. Lock metal edge onto continuous cleat and secure flange of metal edge to wood
blocking 3"on center staggered and not within %2"from inside edge and 3/<"from
outside edge.
6. Strip flange of metal edge with hot-air welded stripping membrane as specified in
the Contract Drawings.
7. Hand tong all of metal edge onto continuous cleat.
8. Metal Edge Joints:
a. Leave a 1/4" opening between metal edge sections. Install two roofing
nails in the end of the flange,and one roofing nail in the end of the vertical
face of each metal edge section.
b. Center aluminum tape over entire joint opening(flange and face).
c. Hot-air weld 4"wide strip of stripping membrane over entire joint.
d. Strip in flange of metal edge as described above.
e. Center 6"wide cover plate over joint locking onto notched drip edges of
metal edge sections.Refer to SMACNA Architectural Sheet Metal Manual
Figure 2-5A,and Figure 2-5,Detail 1.
f. Strip flange of cover plate with hot-air welded flashing membrane.
Flashing membrane shall extend 2"beyond the cover plate flange on 3
interior sides.
K. Gutters
1. Fabricate to profile shown in Contract Drawings. Refer to SMACNA
Architectural Sheet Metal Manual Figure 1.2 Style D.
2. Gutters shall be continuous, roll formed from coil stock on site or formed in 10'
lengths.
a. Joints in gutters must be lapped a minimum of 1 inch, riveted 1 inch on
center. Install sealant tape between gutter sections and sealant at exposed
inside edge and on rivets. Lap joints in the direction of water flow.
3. Terminate membrane at roof edge and hot-air weld flashing membrane strip to
extend down the outside vertical face of wall.
4. Provide butt type expansion joints in gutters at spacing appropriate for the type
material used to fabricate gutters. Refer to SMACNA Architectural Sheet Metal
Manual Figure 1-7. Maximum length of gutters shall be 50'.
Sebastian Corners Roof Replacement 07 62 00-8 Sheet Metal Flashing and Trim
5. Provide downspout outlet tubes in downspout locations. Refer to SMACNA
Architectural Sheet Metal Manual Figure 1-33B and Detail 1. Gutter outlet tubes
to be tabbed a minimum of 1", set in a full bead of sealant and secured to gutter
with a minimum of two rivets per tab.
6. Provide primed and painted brackets and spacers as shown in detail drawings.
Evenly stagger the placement of brackets and spacers. Spacing shall be 36" on
center for both brackets and spacers.
7. Spacers shall be riveted to both sides of the gutter only.
8. Brackets shall be secured with two stainless steel fasteners to the wood blocking.
9. Leading edge of gutter to be a minimum of 1" below the back edge as shown in
detail drawing.
10. Hang gutters level.
11. Metal Edge: Refer to Metal Edge installation indicated above.
L. Downspouts:
1. Fabricate downspouts in 10' lengths. Refer to SMACNA Architectural Sheet
Metal Manual Figure 1-32B.
2. Downspouts shall tie into existing below grade storm drainage system or if no
below grade system is applicable downspouts shall kick-out above grade onto
concrete splash blocks. Fill in soil to provide slope away from building.
3. Each downspout shall be secured to the structure with two-piece hangers spaced
no more than 8'apart with a minimum of two hangers per downspout with a hanger
located within 12" from bottom. Hangers shall be primed and painted to match
downspouts. Refer to SMACNA Architectural Sheet Metal Manual Figure 1-35H.
4. Downspouts are to be fashioned to run back to(at overhangs) and parallel to the
facility walls.
5. Provide discharge elbow at the base of downspout where is kicks out onto splash
pan or splash block.
M. Multiple Pipe Penetration
1. Fabricate pitch pan, pipe enclosure flashing, and closure cap as shown in detail
drawings. Refer to SMACNA Architectural Sheet Metal Manual Figure 8-8B or
8-9A depending upon direction of pipes.
2. Size pitch pan minimum 2" larger than the penetration on all sides. Provide a 4"
minimum flange and double walls with minimum depth of 6".
3. Install 2" wide aluminum tape around all sides of pitch pan extending 1/2" above
top edge.
4. Fill pitch pan with non-shrink grout to a depth of 2" from the top of the tape.
5. Fill pitch pan with pourable sealer to the top of the tape. Slope to shed water.
6. Secure pipe enclosure flashing and cap as indicated in detail drawings.
7. Clean and solder all seams.
N. Base Flashing Closure
1. Install new closures where base flashings abruptly end.
2. Completely solder or seal all joints to be watertight.
3. Install closures over membrane and under finish ply of base flashing.
4. Extend closures up under counterflashings or copings.
5. Install closures to completely seal ends of base flashings, membrane and cants as
well as end joints of edge metal.
0. Polymer Clad Base Flashing
Sebastian Corners Roof Replacement 07 62 00-9 Sheet Metal Flashing and Trim
1. Fabricate as shown in detail drawings in 10' lengths.
2. Leave a 1/4" opening between sheet metal sections.
3. Center aluminum tape over entire joint opening.
4. Hot-air weld 4"wide strip of stripping membrane over entire joint.
5. Strip flange of base flashing as indicated in the Contract Drawings.
3.03 CLEANING AND PROTECTION
A. All sheet metal work shall be thoroughly cleaned of all asphalt,flux,scrapes and dust.
B. Scratches through the metal finish shall be replaced to the Owner's satisfaction.
END OF SECTION 07 62 00
Sebastian Corners Roof Replacement 07 62 00-10 Sheet Metal Flashing and Trim
SECTION 07 72 00
ROOF ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Furnish and install roof accessory assemblies as indicated and required by the Contract
Drawings:
1. Provide an access ladder to connect roof sector"A"with sector"B"
2. Provide pipe supports for all rooftop conduit,gas lines,electrical lines,condensa-
tion lines,etc.
3. Provide PVC pipe to route condensation from HVAC p-traps to nearest drainage
point.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Specification Sections,apply to this Section,including but not limited to:
1. Thermoplastic Single Ply Roofing Section 07 54 00
1.03 SUBMITTALS
A. Refer to Section 01 33 00-Submittals.
B. Latest edition of the Manufacturer's current material specifications and installation instruc-
tions.
C. Manufacturer's Product Data Sheets for all materials specified certifying material complies
with all specified requirements.
1.04 DELIVERY,STORAGE,AND HANDLING
A. Packing and Shipping: Deliver materials to site in Manufacturer's original unopened pack-
aging with labels intact.
B. Storage: Adequately protect against damage while stored at the site.
C. Handling: Comply with Manufacturer's instructions.
1.05 PROJECT CONDITIONS
A. Field Measurements: Verify all dimensions required.
1.06 WARRANTIES
A. All roof accessories provided through roof system manufacturer shall be included in the
specified roof system manufacturer's warranty.
Sebastian Corners Roof Replacement 07 72 00-1 Roof Accessories
PART 2 PRODUCTS
2.01 MATERIALS
A. Access Ladder
1. Fixed Steel Ladder: Fixed ladder of appropriate length with walk-thru hand rails,
welded one-piece construction,gray powder coat finish such as:
a. Cotterman Model FW
b. O'Keefe's Inc. 502 Tubular Rail Low Parapet Access Ladder with Roofo-
ver Rail Extensions
c. Gillis Fixed Access Ladder
2. Fixed Steel Ladder Anchors: Minimum 1/2 inch diameter, corrosion resistant
threaded rods supplied by the anchoring system manufacturer. Screen for hollow
masonry provided by fastener manufacturer. Corrosion resistant nut and 1-1/2"
diameter flat washer. Acceptable manufacturers include:
a. Powers Fasteners,Inc.Chem-Fast Anchoring System
b. Powers Fasteners,Inc.AC100 Anchoring System
c. ITW Ramset Epcon System
B. Pipe Support:Smooth EPDM rubber pipe support sized to fit the diameter of the pipe being
supported and height adjustable. Acceptable products include:
1. Olympic Olyflow PipeGuard
2. Erico Caddy Pyramid EZ Series
3. Portable Pipe Hangers
4. Miro Industries
PART 3 EXECUTION
3.01 EXAMINATION
A. Verification of Conditions: Examine subsurfaces to receive Work and report detrimental
conditions in writing to Architect. Commencement of Work will be construed as ac-
ceptance of subsurfaces.
B. Coordination: Coordinate with other Work which affects, connects with, or will be con-
cealed by this Work
3.02 INSTALLATION
A. Ladder:
1. Drill 5/8"diameter hole a minimum of 2-1/2"into masonry wall using the appro-
priate drill bit.
2. Use brush and/or compressed air to remove all dust and debris from hole.
3. Insert HIT-S Screen tube into hole and fill to front edge of screen with HY 20
adhesive(minimum 1 pump for S12 screen tube).
4. Insert HIT-A Rod into adhesive-filled screen, twisting slightly. Fastener may be
adjusted during specified gel time. Do not disturb fastener between specified gel
and cure time.
Sebastian Corners Roof Replacement 07 72 00-2 Roof Accessories
5. Install fixed steel ladder and secure to HIT-A Rods with washers and nuts. Do not
exceed maximum torque on anchors.
B. Pipe Supports
1. Provide pipe supports at all rooftop gas,electrical conduit and condensation lines
with a 5' maximum spacing.
2. Provide new PVC condensation lines with integral P-trap on HVAC units.
3. Route condensation lines to nearest drainage point(i.e.roof drain,gutter,or scup-
per).
3.03 CLEANING
A. During the course of the Work and on completion,remove and dispose of excess materials,
equipment and debris away from premises.
END OF SECTION 07 72 00
Sebastian Corners Roof Replacement 07 72 00-3 Roof Accessories