TRC Worldwide Engineering
Restoration and Inspection, LLC
15711 Mapledale Drive, Suite E

Tampa, FL 33624
Phone: (813) 960-3895
www.trcww.com
CA No. 30761


Driftwood Sands Condominiums
2618 Gulf Boulevard
Indian Rocks, FL 33785

PROJECT MANUAL



Prepared for:

Denise R. Fischer
Resource Property Management
Driftwood Sands Condominium
2618 Gulf Boulevard
Indian Rocks, FL 33785

08/1/17




E
EINVIffinr
SERVICE
INNOVATION QUALITY





TABLE OF CONTENTS

SECTION








PAGE(S)






Division 0 Specifications
Section 00 10 00 - Invitation to Bid




00 10 00-1 to 00 10 00-2
Section 00 20 00 - Instructions to Bidders



00 20 00-1 to 00 20 00-5
Section 00 30 00 - Bid Tabulation




00 30 00-1 to 00 30 00-4
Section 00 70 00 - Owner Contractor Agreement

00 70 00-1 to 00 70 00-21

Division 1 Specifications
Section 01 00 00 - General Conditions


01 00 00-1 to 01 00 00-20
Section 01 01 00 - Summary of Work


01 01 00-1 to 01 01 00-2

Division 7 Specifications
Section 07 16 00 - Masonry Waterproofing

07 16 00-1 to 07 16 00-5
Section 07 92 00 - Joint Sealant - Joint Fillers

07 92 00-1 to 07 92 00-7

Division 8 Specifications
Section 08 11 73 - Sliding Glass Doors


08 11 73-1 to 08 11 73-10

Division 9 Specifications
Section 09 22 10 - Stucco Repair Specifications


09 22 10-1 to 09 22 10-7
Section 09 90 00 - Painting





09 90 00-1 to 09 90 00-3
Section 09 90 01 - Painting-Touchup



09 90 01-1 to 09 90 01-4
Section 09 90 02 - Sherwin Williams Specifications

09 90 02-1 to 09 90 02-6

Supplemental Exhibits
Appendix A - Condition Survey Report



1-35

Preliminary Construction Drawings


S001 and S100


Ex
lAlrm""' EN INEERhiu
RESTORATION & INSPECTION
SERVICE
INNOVATION QUALITY
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SECTION 00 10 00 - INVITATION TO BID

1.0
GENERAL

1.1
Project

A.
Project Title: Driftwood Sands Waterproofing Restoration Project


B.
Project Description: The structure is a 6-story, multi-unit residential
building that was constructed in 1981. The first level consists of
parking and entry areas with five upper levels consisting of nine (9)
condominium units each with a total of forty-five (45) units. The
structure is constructed primarily of concrete masonry unit (CMU)
exterior walls with a cementitious stucco finish. The exterior stucco
surfaces are painted. Each unit has a concrete slab balcony with a
waterproofing membrane finish. Each unit balcony contains aluminum
sliding glass doors and some units have hurricane shutters. Several
units at the southwest portion of the structure have observed interior
moisture intrusions due to outdated or improperly designed sliding
glass door systems. The scope of the project incorporates the removal
and replacement of all five of these units sliding glass doors (units 108,
208, 308, 408, and 508) along with sliding glass door at the 2nd floor
recreation room.

1.2
Owner/Owners Agent

Ms. Denise R. Fischer
Licensed Community Manager
Resource Property Management
7300 Park Street
Seminole, FL 33777


Telephone: 727-581-2662 (ext. 2015)
Email:
dfischer@resourcepropertymgmt.com

1.3 Qualifications

Bidding contractors shall be qualified at the time of bid opening in accordance
with Section 00 20 00 Instructions to Bidders.

1.4
Date and Time

Sealed bids, in accordance with Section 00 20 00 Instructions to Bidders,
shall be received at the owner's address (stated above) at a time and date to
be determined by the Owner. Copies of the bids shall be emailed to
rshreffler@trcww.com and ckus@trcww.com
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1.5
Engineer

TRC Worldwide Engineering Restoration & Inspection, LLC
15711 Mapledale Blvd.
Tampa, Florida 33624

Telephone number: (813) 960-3895

1.6
Pre-bid meeting

A.
Bidding contractors shall attend a mandatory pre-bid meeting in order
to be of consideration for this project.

B.
The pre-bid meeting has been scheduled for:

Date and Time:
August 9th 2017
Location:

Driftwood Sands 2nd Floor Conference Room



2618 Gulf Boulevard






Indian Rocks, FL 33785

C.
Copies of the contract documents and the bid documents will be
issued to the bidding contractors prior to or at the pre-bid meeting.

2.0
PRODUCTS

Not applicable.

3.0
EXECUTION

Not applicable.

END OF SECTION 00 10 00
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SECTION 00 20 00 - INSTRUCTIONS TO BIDDERS

1.0
GENERAL

1.1
Project

A.
Project Title: Driftwood Sands Waterproofing Restoration Project


A.
Project Description: The structure is a 6-story, multi-unit residential
building that was constructed in 1981. The first level consists of
parking and entry areas with five upper levels consisting of nine (9)
condominium units each with a total of forty-five (45) units. The
structure is constructed primarily of concrete masonry unit (CMU)
exterior walls with a cementitious stucco finish. The exterior stucco
surfaces are painted. Each unit has a concrete slab balcony with a
waterproofing membrane finish. Each unit balcony contains aluminum
sliding glass doors and some units have hurricane shutters. Several
units at the southwest portion of the structure have observed interior
moisture intrusions due to outdated or improperly designed sliding
glass door systems. The scope of the project incorporates the removal
and replacement of all five of these units sliding glass doors (units 108,
208, 308, 408, and 508) along with sliding glass door at the 2nd floor
recreation room.

1.2
Owner/ Owners Agent

Ms. Denise R. Fischer
Licensed Community Manager
Resource Property Management
7300 Park Street
Seminole, FL 33777


Telephone: 727-581-2662 (ext. 2015)
Email:
dfischer@resourcepropertymgmt.com



1.3 Qualifications

Bidding contractors shall be qualified at the time of bid opening in accordance
with this section and the remainder of the contract documents.

1.4
Date and Time

Sealed bids, in accordance with this section, shall be received at the owner's
address (stated above) no later than August, 29th 2017.


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1.5
Engineer

TRC Worldwide Engineering Restoration & Inspection, LLC
15711 Mapledale Blvd.
Tampa, Florida 33624

Telephone number: (813) 960-3895

1.6
Contractor Qualifications

A.
The contractor, by submitting a bid for this project, acknowledges their
sufficient experience, means, and licensure to perform the work of this
project.

B.
The bidding contractor shall hold a current General Contractor's
license.

1.7
Addendums to the Contract Documents

A.
During the bidding process, all questions to the engineer shall be made
in writing. Questions may be submitted via email within 48 hours of the
bid due date.

B.
Answers to the contractors' questions will be issued by the engineer, in
writing, to all bidding contractors. An addendum to the contract
documents will be issued if deemed necessary.

C.
Bid due dates may be adjusted, at the discretion of the engineer and/or
owner, upon issuance of an addendum to the contract documents.

1.8
Familiarity with Laws

The contractor, by submitting a bid for this project, acknowledges their
familiarity with all federal, state, and local laws, ordinances, rules, and
regulations that in any manner affect the work of this project.

1.9
Examination of the Contract Documents and the Project Site

A.
The contractor, by submitting a bid for this project, acknowledges their
familiarity with the contract documents, the nature and extent of the
work, and any existing and/or local conditions that in any manner affect
the work of this project.

B.
The dimensions and quantities shown in the contract documents and
the bid documents represent the engineer's estimates for bidding
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purposes. The contractor shall obtain their own dimensions and
quantities as required to perform the work of this project.

C.
Copies of the contract documents are on file with the owner and
engineer at the addresses stated above.

1.10 Bids

A.
Bidding contractors shall submit their bids on the provided bid
documents. Other documents or modified bid documents will not be
accepted.

B.
Bidding contractors shall return their issued copies of the contract
documents with their bids. Failure to return the issued copy of the
contract documents will result in a $75.00 charge billed to the
contractor.

1.11 Bid Guarantee

A.
Proposals shall be accompanied by a bid guarantee equal to 5 percent
of the amount of the base bid. The bid guarantee shall be in the form
of a certified check, a cashier's check, a bank draft, or a bid bond
made payable to the owner.

B.
The owner may, at their option, waive this requirement.

C.
The bid guarantee shall guarantee that the bidding contractor will not
withdraw their bid for a period of 45 days after the bid due date stated
above. The bid guarantee shall also guarantee that if the bid is
accepted by the owner, the bidding contractor will execute a contract
with the owner as per the Award of Contract section below.

D.
Should the bidding contractor, upon having their bid accepted by the
owner, fail to execute a contract (as per the Award of Contract section
below) with the owner within 10 working days after notification of
acceptance, the bidding contractor shall be liable to the owner for the
full amount of the bid guarantee to account for the resulting damage to
the owner due to the default of the bidding contractor.

E.
The bid guarantees shall be returned to the bidding contractors upon
execution of a contract, as per the Award of Contract section below,
between the successful bidding contractor and the owner.

F.
Should a contract, as per the Award of Contract section below,
between the owner and contractor not be executed within 45 days after
the bid due date stated above, then the bid guarantees shall be
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returned to the bidding contractors upon request, provided that the
bidding contractor has not been notified of the acceptance of their bid.

1.12 Withdrawal of Bids

A.
Bids may be withdrawn upon written request by the bidding contractor
provided that such a request is received by the owner prior to bid due
date stated above.

B.
Bids may not be withdrawn after the opening of bids on the bid due
date stated above.

C.
Negligence on the part of the bidding contractor in preparing their bid
produces no right for withdrawal of the bid after the opening of bids on
the bid due date stated above.

1.13 Rejection of Bids

The owner reserves the right to reject any and/or all bids for no reason.

1.14 Award of Contract

A.
Upon award of the contract, the successful bidder shall execute AIA
document A107 Abbreviated Form of Agreement Between Owner and
Contractor (to be provided by the contractor) as per the requirements
stated herein.

B.
The contractor shall deliver the signed documents to the owner within
10 working days after notification of acceptance of their bid.

1.15 Labor and Materials Bonds and Performance Bonds

A.
The selected contractor shall furnish the owner with a State of Florida
Labor and Materials Payment Bond and a Performance Bond, written
by a Surety Company authorized to do business in the State of Florida.

B.
The Labor and Materials Bond and Performance Bond shall each be in
the amount of 100% of the contract sum.

C.
The Surety Company shall be acceptable to the owner.

D.
The owner may, at their option, waive this requirement.

2.0
PRODUCTS

Not applicable.
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3.0
EXECUTION

Not applicable.

END OF SECTION 00 20 00
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SECTION 00 30 00 - BID TABULATION

1.0
GENERAL

1.1
Project

Project Title: Driftwood Sands Waterproofing Restoration Project

Ms. Denise R. Fischer
Licensed Community Manager
Resource Property Management
7300 Park Street
Seminole, FL 33777


Telephone: 727-581-2662 (ext. 2015)
Email: dfischer@resourcepropertymgmt.com

1.2
Acknowledgements

The bidding contractor, having submitted a bid for this project,
acknowledges the following:

A.
The bidding contractor is qualified to meet the requirements of the
Project Manual for the above referenced project.
B.
The bidding contractor has visited and has become familiar with the
project site and conditions.
C.
The bidding contractor understands the requirements of the Project
Manual for the above referenced project.

1.3
Base Bid Items

BID ITEM NO. 1

Contractor mobilization/demobilization. Lump Sum.

BID ITEM NO. 2

Performance and Payment Bonding fees. Lump Sum.

BID ITEM NO. 3

Permitting fees. Lump Sum.




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BID ITEM NO. 4


The Contractor's General Conditions including installation of
temporary debris protection and all work not listed below. Lump
Sum.

BID ITEM NO. 5

Removal of existing hurricane shutters at units 308 and 508. 8
shutters.

BID ITEM NO. 6

Removal of all of the existing balcony sliding glass door, frames,
flashing and any waterproofing around the opening down to the
existing structure at units 108, 208, 308, 408, 508, and 2nd floor
recreation room. Refer to Construction Document sheet S100 for
door sizes and descriptions. Lump Sum

BID ITEM NO. 7

Application of Masterseal 581 Masonry Waterproofing at the
perimeter of door openings at units 108, 208, 308, 408, 508, and
2nd floor recreation room. Refer to Specification 07 16 00. 610 SF

BID ITEM NO. 8

Anchor pressure treated wood buck strips around the perimeter of
the door openings with sealant at the interface of buck and the
structure at units 108, 208, 308, 408, 508, and 2nd floor recreation
room Lump Sum

BID ITEM NO. 9

Install PGT SGD series 5570 vinyl sliding glass doors per NOA 15-
1210.01 and Construction Drawings at units 108, 208, 308, 408,
508, and 2nd floor recreation room. Refer to Specification 08 11 73.
Lump Sum

BID ITEM NO. 10

Contingency/allowance for unforeseen conditions equal to 10% of
the base bid. Lump Sum



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Bid Tabulation

Fill in the costs for each Bid Item in the table below.

BID ITEM NO.
COST


1

2

3

4

5

6

7

8

9

10



TOTAL COST FOR BID
ITEMS NO.'S 1-10



1.4
Unit Costs

Costs for work added or deleted from this project shall be as per the
following schedule. Provide values for each item in the spaces provided
below.


1.
Replace stucco system where removal has occurred to match the
existing (square foot).

$_______________

2.
Installation of sealant - cove bead (linear foot)

$_______________

3.
Removal of hurricane shutter system (unit)

$_______________

4.
Application of Masterseal 581 Masonry Waterproofing (square foot)

$_______________

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5.
Touch up painting per the Paint Coating Specification prepared by
The Sherwin Williams Company (per square foot)

$_______________

6.
Labor cost ($/hour)

$_______________

7.
Material cost markup (%)

______________%









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1.5
Signatures


_____________________________________________
Legal Name of Company Submitting Bid


_____________________________________________
Authorized Signature/Date


_____________________________________________
Printed Name/Title



_____________________________________________
Date Submitted




_____________________________________________
General Contractor License No.


_____________________________________________
General Contractor License Holder


_____________________________________________
Signature of General Contractor License Holder


2.0
PRODUCTS

Not applicable.

3.0
EXECUTION

Not applicable.


END OF SECTION 00 30 00


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SECTION 00 70 00 OWNER / CONTRACTOR AGREEMENT


THIS AGREEMENT made and entered into on this ______ day of _______,
20__, by and between Resource Property Management, a Florida Corporation
whose address is 7300 Park Street Seminole, FL 33777 (hereinafter called the
"OWNER"); and
________________________________________________________________
__________, a Florida Corporation whose address is
____________________________________________________________
(hereinafter called the "CONTRACTOR). This Contract, as well as all exhibits,
specifications, drawings and plans shall be hereinafter collectively referred to as
the "Contract" or "Contract Documents". To the extent any conflict that may arise
among provisions of the Contract Document as to the standards of care
governing the Contractor's performance on the Project, the more stringent
standard shall apply. All references to "days" as set forth throughout this Contract
shall be construed to mean "consecutive calendar days" unless otherwise stated.
In the event of a conflict between Exhibit A and pages 121 of this Contract
(hereinafter the "text of the Contract"), the text of this Contract shall govern. The
Exhibits to this Contract are as follows:


"A"
Project Manual by Engineer

"B"
Completed Bid Form from the Contractor

"C"
Insurance Certificate(s) from the Contractor



1.0 Owner's Representatives

Owner's representatives include TRC Worldwide Engineering, Restoration and
Inspection, LLC, as the engineer of record (hereinafter referred to as the
"Engineer"), as well as one other person the Owner may designate from time to
time. The Owner shall have the right to change its representatives and shall
promptly notify the Contractor in writing of such changes.

2.0 Description of Work

The Contractor shall perform and provide all work, labor and materials required
by this Contract according to the specifications supplied by the Owner at its cost
and attached hereto and incorporated herein as Exhibit A (hereinafter the
"Work"). The work is briefly described below. The price shall include all labor,
equipment and materials to complete the work as described in Exhibit "A" and will
be referred to throughout this Contract as the "Work".

Refer to Section 01 10 00 for a description of the specific Work included in this
contract.


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3.0 Timely Completion

A.
The Contractor shall achieve substantial completion of all Work in
accordance with this Contract no later than ________________
(___) work days after commencement of work subject to
appropriate extensions of time as provided in this Contract. Time is
of the essence in this contract. To the extent, the Owner authorizes
additional work outside the base scope of Exhibit "A", such Work
shall first be memorialized by a properly executed change order in
accordance with this Contract. Within five (5) days (unless
otherwise stated) after the contract is signed by both parties, the
Contractor, at its expense, shall make application for the building
permit required for the performance of the Work and shall diligently
pursue such application and shall start work within seven (7) days
of permit issuance. A copy of the permit application shall be
provided to the Owner and the Engineer. Substantial completion of
the Work shall be defined as the date upon which the last of all of
the following events have occurred:

1.
Acceptance by the Engineer that all Work (except for final
punch list items) is completed in accordance with the plans
and specifications.

2.
Restoration of all utilities to operation that have been
affected during performance of the Work.




The Contractor shall achieve final completion of the Work required
by this Contract no later than thirty (30) days after substantial
completion, time being of the essence.

Extensions of the deadlines for substantial and final completion as
set forth herein and in subparagraph (h) of this Paragraph 3 may be
obtained only with the written consent of the Owner.

B.
The Contractor shall submit a project schedule to the Owner and
Engineer within seven days from the commencement date as
established above. The project schedule shall depict the salient
features of the Work and shall include the start and completion date
for each aspect of the Work and an overall completion date for all
Work to be performed pursuant to this Contract. The Contractor
shall update the schedule every week to reflect actual progress and
to show any changes. A copy of each updated schedule shall be
furnished to the Engineer and the Owner. Receipt and review of the
progress schedule by the Owner shall not be deemed or construed
as acceptance of the progress schedule by the Owner.

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C.
The Contractor shall maintain a daily log containing a record of
weather, subcontractors working on the site, the number of workers
and the equipment on site, the Work accomplished, problems
encountered and such other relevant data as the Owner may
reasonably require. The Owner and Engineer shall have access to
the log and copies shall be provided to the Owner and Engineer
upon request to the Contractor.

D.
Time is of the essence on this Contract and any breach of same
shall go to the essence hereof. The Contractor, in agreeing to
complete the Work within the time herein noted, has taken into
consideration and made allowances for all hindrances and delays
incident to his Work.

E.
The Contractor agrees to commence the Work when directed by
the Owner and to diligently and continuously perform such Work
upon issuance of permit.

F.
The Contractor shall furnish sufficient forces and equipment and
shall work such hours, including overtime operations, as may be
necessary to insure prosecution of the Work in accordance with the
schedules submitted by the Contractor to the Owner. Upon
mobilization at the project site by the Contractor, the Contractor
shall maintain a continuous and consistent work force throughout
until final completion. The work force shall include, at a minimum,
an on-site supervisor and complete crews as specified on the bid
form. If the Contractor falls behind the schedule in the progress of
the Work, the Contractor shall take such steps as may be
necessary or as may be directed by the Owner's representative to
improve the progress of the Work by increasing the number of
shifts, overtime operations, and days of Work within the project
limits as may be required at no additional cost to the Owner.

G.
Failure of the Contractor to comply with the requirements of this
Paragraph 3 shall be considered grounds for determination that the
Contractor is not pursuing the Work with such diligence as will
insure completion within the time specified and such failure
constitutes a material breach of the conditions of the Contract.
Upon such determination, the Owner may elect to terminate the
Contractor's right to proceed with the Work. Notice of Termination
shall be in writing and transmitted by the Owner to the Contractor
as outlined in this Contract. In the event of termination, the
Contractor's sole and exclusive remedy shall be a claim for
payment of the Work performed to date provided that Engineer has
approved said Work.

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H.
In the event the Contractor does not achieve substantial completion
and final completion of the Work as set forth above, the parties
hereto acknowledge that any delay beyond the scheduled dates of
substantial completion and final completion may cause grave injury
and damage to the Owner by virtue of additional noise, dust,
discomfort, loss of use, loss of rental income, delayed receipt of
income, extension of overhead costs and
otherwise.
Accordingly, the calculation of the actual damages to the Owner
would be uncertain and difficult if not impossible to determine.
Consequently, if the Work has not been substantially completed on
or before _________________ (---) days, time being of the
essence, then the parties hereto agree that, as liquidated delay
damages and not as a penalty, the Contractor shall pay to the
Owner an amount equal to $_______ for each calendar day or
portion thereof of delay, past the date of substantial completion,
time being of the essence. Additionally, the parties hereto agree
that, as liquidated delay damages and not as a penalty, the
Contractor shall pay to the Owner an amount equal to $______ for
each calendar day or portion thereof the date of final completion is
later than the date for final completion set forth above. All such
liquidated damage amounts, if any, shall be paid by the Contractor
to the Owner weekly, immediately upon each such failure of the
Contractor to comply with the substantial completion or final
completion dates set forth above. In the event that the Contractor
fails to make any one or more of the payments to the Owner as
required under this Article, the Owner shall have the right to deduct
any and all such amounts from the next sequential progress
payment and/or from final payment.

I.
The Contractor shall not be entitled to any claim for damages on
account of hindrance or delays from any cause whatsoever, but if
occasioned by any adverse weather, act of God, or by act or
omission on the part of the Owner and/or the Engineer, or an
employee of either, or due to changes ordered in the Work, such
act, hindrance, or delay may only entitle the Contractor to receive
an extension of time as to the date for substantial completion
referenced in paragraphs 3(a) and (h) above, as its sole and
exclusive remedy.

J.
The Owner shall act reasonably in granting the Contractor
extensions of time for delays resulting from adverse weather, acts
or omissions by the Owner or any act of God that causes the
Contractor to be delayed in completion the Work. An extension of
time to complete the Work shall be determined by the Owner based
upon a recommendation by the Engineer provided that the
Contractor provides the Owner and Engineer with notice in writing
-
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of the cause of said act, hindrance, or delay within three (3) days
after commencement of the delay. The Engineer shall take into
consideration providing extensions of time for weather delays that
impact the Contractor's ability to proceed with the Work. All
extensions of time shall be authorized only by a written change
order executed by the Owner, the Contractor and Engineer. A
decision on such change orders shall be issued by the Owner with
seven (7) days from receipt of a proposed written change order
submitted to the Owner and issued by the Contractor in accordance
with this Contract. Time extensions will not be approved unless
formally submitted in writing for approval with appropriate
supporting documentation, including but not limited to, the
Contractor's Daily Log applicable for the period of time relevant to
the delay. The Contractor's failure to provide such written notice to
the Owner shall deprive the Contractor of his right to claim an
extension of time. The providing of notice shall not of itself establish
the validity of the cause of delay or of the extension of time for
substantial or final completion. This "no damage for delay" clause
will encompass any damages for delay or disruption even if the
Contractor completes the Work in a timely fashion in accordance
with Paragraph 3(a) of this Contract. The only exception to this "no
damage for delay" clause shall be the Contractor's entitlement to be
reimbursed its actual direct costs associated with a critical path
delay caused solely by the active interference by the Owner,
Engineer or its employees or agents. Damages as referenced in
this "no damage for delay clause" shall include any type of
damages that are or could be awarded by any court or arbitration
panel, such as, by way of general example but not limitation, tort,
contract, strict liability, liquidated and/or punitive damages and
damages for additional general conditions. By way of specific
example, but not limitation, damages as referenced within this
clause includes loss of use, loss of profits, overhead and repair
costs, cost of capital, replacement, loss of wages, pain and
suffering, loss of production costs to replace the facilities,
equipment and/or product loss, increased or extended home office
overhead, increased general conditions, loss of bonding capacity,
loss of use, decrease in value, idled equipment, mobilization
expenses, demobilization expenses, and/or any other item of
damage or loss. The Contractor recognizes and specifically
acknowledges the terms and conditions of the "no damage for
delay" clause upon execution of this Contract. This "no damage for
delay clause" will not apply should the Owner order the Contractor
to suspend Work unless the suspension of Work is caused by
factors beyond the control of the Contractor and beyond the control
of the Owner.

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4.0
Contract Price and Payments

A.
The Owner shall pay the Contractor, in current funds, for the
performance of the Work, subject to additions and deductions by
written Change Order agreed to and executed by both parties. The
Contractor's total base cost (Lump Sum Bid) for all of the Work
contemplated by this Contract is
_____________________________________________________
_____________________________________________________
________________________

A detailed description of the quantities and unit prices used to
calculate the total cost of the Work is set forth in Exhibit B to this
Contract.




B.
The Contractor will submit monthly payment requests based upon
the percentage of completion of the Work. The form of such
Requests for Payment shall be notarized AIA Documents G701,
G702 and G703, or such other form as Engineer may require. All
Work under this Contract shall be subject to the review by and
approval of the Engineer and no payment shall be due under the
Contract if the Engineer does not approve of the Work completed
under the Contract. Any objections to Work performed shall be
given in writing to the Contractor within seven (7) calendar days of
receipt of the request for payment and, if no objections are made,
the payment shall be tendered to the Contractor within fourteen
(14) calendar days of receipt of written notice to the Owner from
Engineer that the payment request has been approved. The
Contractor shall submit, prior to being entitled to receive payment, a
Progress Payment Affidavit or, if completion is final, the
Contractor's Final Affidavit, and shall submit simultaneously with
payment, a Partial Release of Lien or, if completion is final, a Final
Release of Lien. With regard to the Progress Payment Affidavit or
the Contractor's Final Affidavit, the Contractor shall utilize forms
that the Owner approves indicating that all subcontractors, laborers,
materialmen and suppliers have been paid for the Work completed.
Failure of the Owner to make objection provided for in this
paragraph shall not waive any right the Owner has under this
Contract nor relieve the Contractor from any of its obligations under
this Contract. The Owner shall withhold a ten (10%) percent
retainage from all payments requested by and made to the
Contractor, which will not be paid until the conditions set forth in
Paragraph 4(g) for final payment have been satisfied.

C.
All work will be paid for based on a Lump Sum basis, which
includes all labor, material, means and methods to complete the
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work. All concrete repair unit prices will include the cost of
reinforcement steel replacement, shoring, forming, curing and
finishing (matching existing conditions as necessary.)

D.
As a prerequisite to receiving any payment hereunder, the
Contractor shall submit to the Owner Partial Releases of Lien for
Work completed or materials supplied, or, if completion is final,
Final Releases of Lien from all persons or entities who supplied
labor or materials to the project who are not under contract directly
with the Owner. All Work under this Contract shall be subject to the
approval of the Engineer, and no payment shall be due under the
Contract if the Engineer does not approve the Work completed
under the Contract.

E.
Payments due to the Contractor may be withheld by the Owner on
account of defective Work not remedied, claims filed by the Owner
or any subcontractor, material supplier, laborer or governmental
entity, reasonable evidence indicating probability of filing claims,
failure of the Contractor to make payments properly to
subcontractor or for material or labor, or the reasonable belief of the
Owner and/or the Engineer that the Work to be performed under
this Contract which remains unfinished cannot be completed for the
balance the unpaid contract amount. If at any of the foregoing said
causes is not removed or if the Contractor at any time shall refuse
or neglect to supply adequate and competent supervision or
sufficient properly skilled workmen or materials of the proper quality
or quantity necessary for the performance of the Work hereunder
or fail in any respect to prosecute the Work with promptness and
diligence or fail to perform or to adhere to any agreement on its part
herein contained, the Owner shall have the option, after three (3)
calendar days written notice to the Contractor and without
prejudice to any other remedy it may have, to pay such claims and
provide for such labor or materials and to deduct the cost thereof
from any money due or thereafter to become due by the Owner to
the Contractor. In addition to the foregoing rights and remedies, the
Owner may terminate the employment of the Contractor under this
Contract. In the event the Owner issues a written Notice of
Termination to the Contractor pursuant to this paragraph, the
Contractor shall be provided seven (7) days to cure the cause for
termination as described by the Owner. The Contractor's right to
payment under this Contract shall also be subject to those
conditions for payment set forth in Paragraphs 4(a) through (f)
inclusive of this Contract. If there exists any default or threatened
default by the Contractor in his performance of this Contract, the
Owner shall have the right to withhold any and all monies due or to
become due to the Contractor under such other Contracts.
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F.
Neither the Owner's review, approval nor payment for any Work
rendered under this Contract shall be construed to operate as a
waiver of any rights under this contract of any cause of action
arising out of the performance of this Contract, and the Contractor
shall be and remain liable to the Owner in accordance with the
applicable law for all damages to the Owner caused by the
Contractor's failure to properly perform any portion of the Work
furnished under this Contract. The rights and remedies of the
Owner provided for under this Contract are in addition to other
rights and remedies provided by law.

G.
Upon completion of all Work under this Contract and before final
payment will be issued, the Contractor shall perform the following:

1.
Deliver to the Owner all warranties, final certifications and
approvals from all applicable governmental agencies and
authorities, and similar documents.



2.
Completion of all punch list Work.

3.
Remove temporary facilities and equipment from the site
along with construction tools and similar elements.



4.
Complete final clean-up

5.
Deliver to the Owner of Consent of Surety, Final Releases
and Waivers of Lien from all subcontractors, laborers and
materialmen.

6.
Deliver to the Owner of drawings prepared by the Contractor
which reflect the nature and extent of repairs performed.



7.
Satisfactory re-install of all fixtures.

H.
Final payment shall not be paid by the Owner to the Contractor until
all conditions outlined above have been satisfied and a certificate of
completion has been issued by the Engineer. The Owner shall
nonetheless be required to make all payments due prior to the Final
Payment in accordance with the Contract.

I.
Neither the Final Payment nor any provision of the Contract
Documents, nor partial or entire use of occupancy of the premises
by the Owner, shall constitute an acceptance of the Work not
performed in accordance with the Contract Documents, or relieve
the Contractor of liability in respect to any expressed warranties or
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responsibilities for any faulty materials or Workmanship, which shall
be replaced in accordance with the terms of the warranty by The
Contractor.

5.0
Contract Costs

A.
The Contractor has examined the bid documents, this Contract with
all Exhibits, inspected the site, and is thoroughly familiar with the
requirements of the Work, which includes, but is not limited to, all
transportation, storage, equipment, including, but not limited to
scaffolding, supplies, labor and materials, plans and drawings,
necessary for a complete and functional installation. The Work shall
comply with all applicable codes and inspection requirements. All
Work performed by the Contractor or by others to make the
Contractor's Work comply with applicable codes, or interpretations
thereof, as set forth in Paragraph 2 above, shall be performed at no
additional cost to The Owner. The Work shall also include all labor,
materials and everything required or claimed by the Contractor's
materialmen, suppliers or laborers to complete the Work in
accordance with the specifications attached as Exhibit A.

B.
The Contractor shall give all notices and comply with all local
ordinances, requirements of applicable building codes and
requirements of federal, state and local authorities that are
applicable to the Work, local sanitary laws, rules and regulations,
specifically including and not limited to all local, state and federal
OSHA and EPA safety and environmental regulations, and all
orders both present and future, and interpretations of such
ordinances, requirements, laws, rules, and regulations by governing
public authorities, regardless of whether such ordinances,
requirement laws, rules and regulations are set forth in this
Contract, or the drawings and specifications. The Contractor shall
secure, in its own name and right, and pay for all fees, licenses and
registrations necessary for the execution of the Work to be
performed. The Contractor shall also secure in its own name and
right all applicable permits for the Work.

C.
The Contractor will pay all social security and other taxes imposed
upon him as an employer in connection with the performance of this
Contract, and will furnish evidence, when required by the Owner,
showing that all such payments required to be made have been
paid.

D.
The Contractor shall pay all applicable local state and federal taxes
including sales and use taxes, in connection with its Work. The
Contractor represents that this is a non-union project.
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E.
All Contract costs paid by the Contractor shall be at the sole
expense of the Contractor.

F.
The Owner will supply electricity and water at no cost to the
Contractor and the Owner will supply a staging and storing area for
the Contractor's equipment and materials. Storage space is
available only for materials to be incorporated in the Work and for
construction tools and equipment to be used in connection with the
Work. The Contractor will be responsible for securing all materials
and equipment placed in the staging and storage area. All such
materials, tools and equipment shall be stored on the site only in
those specific areas designated by the Owner and, if they are
stored otherwise, the Owner shall have the right to cause their
removal and storage at the expense of the Contractor. All vehicles
on the Owner's property in conjunction with the Work shall be
parked only in those areas designated by the Owner. With respect
to any vehicle that is parked in an area other than that designated
by the Owner, the Owner shall have the right to have it removed
and stored and the Contractor shall indemnify the Owner with
respect to all costs and liabilities, including reasonable attorney's
fees, incurred as a result thereof. All persons on the site in
conjunction with the Work shall comply with the Owner's security
regulations and requirements, including checkout and identification
to the extent that they have been provided to the Contractor in
writing prior to commencement of Work.

G.
Engineering inspections will be invoiced to and paid for by the
Owner. However, any engineering fees incurred as a result of any
defective work or other breach of this Contract by the Contractor or
anyone for whom the Contractor is responsible shall be paid for by
the Contractor after written demand. If the Contractor fails to pay
any such engineering fees within three (3) business days of
receipt of written demand therefore, the Owner may pay such fees
directly and deduct same from any future payments due or coming
due to the Contractor hereunder.

H.
The Contractor shall have all materials delivered to job site in
unbroken containers bearing manufacturer's brand, product name
and number. The Contractor shall store materials and equipment at
site in properly ventilated and secured areas assigned for this
purpose by the Owner. All receiving of materials shall be done in
this assigned location.

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I.
Free, clear and unobstructed egress and ingress with respect to the
property shall be maintained by the Contractor except as agreed to
by the Owner.

J.
The Contractor shall comply with manufacturer's recommendations
as to environmental conditions under which material can be stored.

.
The Contractor shall maintain a set of "As-Built" drawings for the
Work only for the portion of the property for which Work is
performed. The As-Built drawings will be annotated by the
Contractor to show the approximate locations of each repair area
and the exact dimensions of each repair.

K.
The Contractor shall protect and safeguard all real and personal
property of the Owner from being damaged by the Contractor's
negligence, or that of any subcontractor, or any party for which the
Contractor or any subcontractor may be responsible. The
Contractor shall protect and safeguard all common areas and
neighboring properties from damage resulting from the Work during
working hours. The Contractor shall promptly remedy all damage
or loss to any property caused in whole or in part by the Contractor,
any subcontractor, or anyone directly or indirectly employed by any
of them, or by anyone for whose acts any of them may be liable.
The Contractor shall be responsible to the Owner for the acts and
omissions of its employees, subcontractors and their agents and
employees, and other persons performing any of the Work under a
Contract with the Contractor, including with regard to damages to
any persons or property. The foregoing obligations of the
Contractor are in addition to his obligations under paragraphs 9 and
10 of this Contract. The Contractor shall be responsible for notifying
the Owner at least forty-eight (48) hours in advance as to the next
location at which the Work will take place and of those areas where
the Owner may have vehicles, furnishings or other personal
property which should be relocated in order to avoid damage. The
relocation of such items shall be done by the Owner.

L.
In the event of a hurricane or other adverse weather condition or
acts of God, the Contractor shall protect exposed portions of the
Work in progress. The Contractor is entitled to reasonable
reimbursement of actual labor costs payable by the Owner at the
agreed rate of $_______ per hour and the reimbursement for
materials at cost plus five (5) %. The Contractor shall properly
secure all materials and equipment to avoid damage to the Owner's
property. The Contractor is solely responsible for protection of his
own equipment including that of any subcontractors. The
Contractor shall properly secure all materials and equipment to
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avoid damage to the property. The Contractor shall be responsible
for restoring the premises and repairing any other damage created
during the performance of the Work where damage results from
any breach of this provision by the Contractor. The Contractor shall
be responsible to schedule and produce a condition survey
(approved by the Engineer) of the affected area.

M.
The Contractor shall protect the Work and affected properties from
damage by climate, theft or vandalism. All Work and storage areas
shall be maintained in a neat/clean condition. All apparatus
removed during the Work shall be numbered and stored on site in a
secured location protected from damage by climate, theft or
vandalism. All removed property shall be cleaned of dust/grit and
shall be returned to their original condition prior to final completion
of all Work.


N.
The Contractor shall promptly correct any Work rejected by the
Engineer as defective or as failing to conform to the Contract
documents whether observed before or after completion and
whether or not fabricated, installed or completed. The provisions of
this paragraph apply to Work performed by subcontractors and sub-
subcontractors as well as to Work performed by direct employees
of The Contractor. All disputes between the Owner and the
Contractor as to any Work rejected or failing to conform to the
Contract documents shall be resolved by the Engineer. This dispute
resolution procedure will not prejudice either party from pursuing all
other available legal remedies. Notwithstanding any disputes that
may arise, the Contractor shall not be excused from performing its
obligations hereunder.

O.
The Contractor shall visit the site and examine the condition of the
surfaces which are to be repaired, painted, waterproofed, coated or
covered prior to commencing Work. The Contractor shall be
responsible to verify the entire scope of work and to notify the
Engineer of any discrepancies with the specifications and general
conditions prior to the commencement of the Work.

P.
The Contractor shall immediately document in writing to the Owner,
Engineer and manufacturer of all unforeseen conditions found
during the course of the Work.

Q.
The Contractor will provide all required caution barricades and
protective coverings during construction to maintain safety and
minimize damage. The Contractor shall take reasonable
precautions to seal all windows and doors if such windows and
doors are in close proximity to the area where the work under this
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Contract. If such work includes sandblasting, hydro-blasting, shot-
blasting, grinding or concrete cutting or chipping, so that neither
sand, shot, water, nor dust arising from the Work will enter the
building occupied spaces. The Contractor shall not have access to
the Work through any portion of the building interior unless
approved by the Owner and accompanied by a representative of
the Owner. The Owner will provide protection for all furniture and
electronics, remove items from shelves and walls which may fall
from vibrations, tape windows and doors from the interior side, and
place towels or cloth at windows and door sills if required by the
proximity of any work under this Contract.

R.
The Contractor shall submit to the Engineer for approval, within ten
(10) days of acceptance of this Contract, a minimum of three (3)
copies of all submittals, samples and shop drawings required by the
Contract documents and/or the specifications attached hereto. A
single electronic copy is acceptable. The Owner and Engineer shall
each retain one copy. All submittals, samples and shop drawings
will have been checked by and stamped with the approval of the
Contractor prior to submission, and shall be identified clearly as to
material, manufacturer, any pertinent catalogue numbers and the
use for which the item is intended. At the time of each submission,
the Contractor shall describe in a written report submitted with the
submissions or samples, any deviations that the submissions or
samples may have from the requirements of the Contract or local
laws, codes, ordinances or the Florida Building Code. Work
requiring submissions shall not commence until the submissions
have been approved by the Engineer.

6.0
Supervision

A.
The Contractor shall supervise and direct the Work, using its best
skill and attention and it shall be solely responsible for all
construction means, methods, techniques, sequences and
procedures and for coordinating all portions of the Work under the
Contract. The Contractor shall at all times enforce strict discipline
and good order among its employees and shall not employ on the
work any unfit person or anyone not skilled in the task assigned to
him. The Contractor shall provide a full-time, English speaking on-
site supervisor for the duration of the Work. The on-site supervisor
shall be fluent in and required to use English on the job. The
Contractor's employees shall be fully clothed at all times and shall
wear shirts identifying the Contractor's company along with the
appropriate protective gear. The Owner shall have the right to reject
any on-site supervisor or employee of the Contractor and shall
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have the right to cause the Contractor to replace any such person
for any reasonable cause.

B.
The Contractor shall be responsible for initiating, maintaining and
supervising all safety precautions and programs in connection with
the Work and shall take all reasonable protection to prevent
damage, injury or loss to: 1) all employees on the Work and other
persons who may be affected thereby; 2) all the Work and all
materials and equipment to be incorporated therein; and 3) other
property at the site or adjacent thereto. The Contractor shall give all
notices and comply with all applicable laws, ordinances, rules,
regulations and orders of any public authority including but not
limited to OSHA, bearing on the safety of persons and property and
their protection from damage, injury or loss.

C.
The Contractor shall be responsible to the Owner for the acts and
omissions of its employees, subcontractors and sub-subcontractors
and their agents and employees, and other persons performing any
of the Work under any Contract with the Contractor. No
subcontractor shall be employed unless it holds a current State of
Florida and/or County Contractor's license and (if required) a city
occupational license. The Contractor shall ensure that all suppliers
are duly licensed in their particular trade or specialty to perform the
task for which contracted. Furthermore, the Contractor shall assure
that each subcontractor and/or supplier has adequate liability and
worker's compensation insurance covering the specific type of
Work to be performed under the Agreement in force throughout the
duration of the Agreement. The Contractor may, at its option,
provide the necessary insurance for all subcontractors and/or
suppliers at no cost to the Owner.

D.
The Engineer will provide details and drawings as needed for
permitting and will provide on-site inspections. No work will be
covered without the Engineer's approval. The Contractor must
provide safe and continuous access for the Engineer so that he
and/or his representatives (which may include manufacturers'
representatives) can perform all required inspections. The
Contractor shall be responsible for scheduling for the
manufacturer's representatives to make all necessary inspections
in order for the manufacturers to issue their respective warrantees.

E.
The Work is to be performed on the property of a commercial
building that will be occupied fully or in part throughout the
performance of the Work. The Work shall be performed in a
manner that will cause the least disruption of use of the premises
by the Owner at all times. If it is necessary to temporarily restrict
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access to, or use of, specific areas of the property, the Contractor
shall notify the Owner at least twenty-four (24) hours in advance.
Also, the Contractor shall notify the Owner at least forty-eight (48)
hours in advance of any intended use of power equipment/tools.

F.
In performing its obligations under this Contract, The Contractor
shall be deemed an independent Contractor and not an agent or
employee of the Owner. The Contractor shall have exclusive
authority to manage, direct, and control the Work, subject to
inspection and approval by the Engineer.

G.
Flammable materials and/or any other hazardous materials shall be
stored, handled and used only in an approved manner in
accordance with all local codes and ordinances and all other
applicable guidelines, as determined by the Engineer.

H.
Hours of Work shall be from 8:00 a.m. to 5:00 p.m., Monday thru
Friday, with the exception of the following dates:
_____________________________in which no work (except for
emergency preparation) shall take place. The Contractor may
perform Work on holidays, Saturdays or Sundays, but only with the
prior written consent of The Owner (except for emergency
preparation as may be found prior to a hurricane.) In addition,
contractor may perform 1 hour quiet work prior and 1 hours quiet
work after regular work hours in order to organize or clean up.

7.0
Insurance

Without limiting any of the other liabilities or obligations of the Contractor, the
Contractor shall furnish or cause to be furnished to the Owner, prior to the
mobilization of the Work, a duly executed certificate of insurance stating that the
required types of insurance and limits are in full force and effect, covering the
activities of all the Contractor's employees, subcontractors and agents, naming
The Owner as an additional insured, and that said insurance will not be canceled
without thirty (30) days prior notice to the Owner by the Insurance Agent. The
Contractor shall continuously maintain all insurance as provided herein
throughout the performance of this Contract and shall, upon the cancellation of
one policy and its replacement with another naming The Owner as an additional
insured on said policy and provide The Owner a new, duly executed Certificate of
Insurance. Notwithstanding the foregoing, if in connection with the Work, The
Owner receives any insurance proceeds from insurance policies not supplied by
or through The Contractor for the damage caused by The Contractor, the
proceeds shall nonetheless be deemed to be a reduction of any damages
suffered by The Owner. The minimum coverage limits set forth in this paragraph
shall in no way be construed as a limitation of liability on behalf of the Contractor,
its employees, agents and subcontractors. The Owner's approval of the
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Contractor's insurance or coverage amounts as set forth herein or in Exhibit "C"
hereto shall not in any way relieve or decrease the liability of the Contractor. The
insurance as required by this paragraph shall be written by a company properly
licensed in Florida at the time the policy is issued. The company issuing the
insurance must be reasonably acceptable to The Owner. This insurance shall be
primary and other insurance of the Owner shall not be contributory. The
Contractor shall also be responsible for verifying that all participating
subcontractors maintain Worker's compensation insurance.

8.0
Clean-up

A.
The Contractor shall cause no waste to the Owner or adjoining
property in the performance of the Work, and shall at all times keep
the premises in a neat, clean and organized condition. The
Contractor shall provide a dumpster for the removal of all debris
and for the proper removal of its contents. The Contractor shall
provide portable toilets for use by its employees. At substantial
completion of the Work, the Contractor shall remove all its waste
materials and rubbish from and about the Owner's property as well
as its tools, construction equipment, machinery and surplus
materials and return all affected areas of the property to a broom
clean condition. All areas of the property, including the ground,
building, windows, parking areas and patios, shall be left clean. The
Contractor shall not be responsible for damage to any plants,
shrubbery or trees unavoidably incidental to the performance of the
Work, but shall be responsible for damage to plants, shrubbery and
trees caused by the negligence of the Contractor, any
subcontractor, or any party for which either or both is responsible.

B.
If, after seven (7) days' notice by the Engineer to the Contractor's
representative at the site of the Work, the Contractor has not
diligently proceeded with the clean-up as required in this
paragraph, the Owner has the right to proceed with the clean-up at
the Contractor's costs and expense. Any costs incurred by the
Owner in connection with clean-up may be deducted from
payments due or thereafter becoming due to the Contractor.

9.0 Warranties

A.
The Contractor warrants to the Owner that all materials and
equipment incorporated in the Work shall be new. All Work
performed by the Contractor shall be of good quality, free from
faults and defects and shall conform with the plans and
specification, all applicable national, state, local, municipal codes,
ordinances and regulations, including but not limited to, the Florida
Building Code. All Work not conforming to these requirements shall
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be considered defective. The cost of removal and correction shall
be at the sole expense of the Contractor.

B.
The Contractor shall provide all notices and comply with all laws,
ordinances, rules, regulations, and lawful orders of any public
authority bearing on the performance of the Work, and shall
promptly notify the Owner if the plans and specifications are at
variance with any of the foregoing standards. The Contractor
expressly warrants to the Owner that it shall acquire all applicable
building permits, licenses and otherwise comply with all regulatory
requirements of the municipal building department. To the extent
that the Contractor becomes aware that the plans and
specifications are not in compliance with all applicable national,
state, county, or municipal codes, including but not limited to, the
Florida Building Code, laws and regulations or to the extent the
Contractor is to perform any additional Work, the Contractor shall
secure instructions from the Engineer prior to proceeding with the
Work that is not in compliance and prior to proceeding with any
additional Work.

C.
The Contractor further warrants that it will comply with all
application and other requirements of each producer or supplier of
materials with regards to warranty coverage and will ensure that
any inspections or other requirements of a producer or supplier in
order to obtain a warranty of the materials takes place.

D.
The Contractor warrants all labor and materials (unless otherwise
specified) for a period of one (1) year from the date of final
payment. The Contractor warrants all labor and materials for
concrete repairs for a period of seven (7) years from the date of
final payment and five (5) years on all waterproofing membrane
systems applied to balconies

E.
The Contractor warrants all labor and materials (unless otherwise
specified) at minimum for a period of seven (7) years from the date
of final payment for all painting, coating and related work.

G.
In addition to but not in derogation of the rights of the Owner as set
forth above, the Contractor shall insure that the Owner receives all
available warranties from any and all subcontractors, laborers or
materialmen used in connection with the Work.





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10.0 Hold Harmless

To the fullest extent permitted by law, the Contractor shall indemnify and hold
harmless the Owner and its agents and employees from and against all claims,
damages, losses and expenses, including but not limited to attorney's fees
arising out of or resulting from the performance of the Work, provided that any
such claim, damage, loss or expense is 1) attributable to bodily injury, sickness,
disease or death, or to injury to or destruction of tangible property (other than the
work itself) including the loss of use resulting therefrom, and 2) caused in whole
or in part by any negligent act or omission of the Contractor, any subcontractor,
any sub-subcontractor, any material or equipment supplier, or anyone directly or
indirectly employed by any of them. Such obligation shall not be construed to
negate, abridge, or otherwise reduce any other right or obligation of indemnity
which would otherwise exist as to any party or person described in this
paragraph. In any and all claims against the Owner, or any of their agents or
employees by any employee of the Contractor, any subcontractor, anyone
directly or indirectly employed by any of them or anyone for whose acts any of
them may be liable, the indemnification obligation under this paragraph shall not
be limited in any way by any limitation on the amount or type of damages,
compensation or benefits payable by or for the Contractor or any subcontractor
under worker's or workmen's compensation acts, disability benefit acts or other
employee benefit acts. The foregoing indemnity from the Contractor shall be
applicable to all losses, damages, expenses or claims for damage or injury to any
person or property, resulting from their negligence, recklessness or intentional
wrongful misconduct of the Contractor, and persons employed or utilized by the
Contractor relating to the performance of Work as described in this Contract. The
foregoing obligations of the Contractor are in addition to his other obligations
under this Contract. This provision shall survive the termination or expiration of
this Agreement.

11.0
Liens

The Contractor will save and keep the building or buildings, referred to in this
Contract and the lands upon which they are situated free from all construction
liens and all other liens by reason of the Work or any materials or other things
used by the Contractor thereon. If the Contractor fails to remove such lien(s) by
bonding it or otherwise, the Owner may retain sufficient funds out of any money
due or thereafter to become due by the Owner to the Contractor to pay the same
and to pay all costs incurred by reason thereof, including reasonable attorney's
fees and the cost of any lien bonds that the Owner may elect to obtain, and the
Owner may pay said lien or liens and costs out of any funds which are or which
become due to the Contractor and which are at any time in the possession of the
Owner. Invoices shall be accompanied with a detailed breakdown of the
allocation of the amount required together with copies of lien releases. In the
event the Owner fails to pay the Contractor any amount the Contractor is entitled
to under this Contract, the Contractor may proceed to attempt to collect such
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money through exercise of any legal right or remedy available, including filing a
lien after twenty (20) days from when the payment to the Contractor was
approved by the Engineer, unless a longer period of time is required by
applicable law.

12.0 Waiver

This Contract constitutes the entire agreement between the parties hereto. No
change or modification of this Contract shall be valid unless in writing and signed
by all parties hereto. No waiver of any provisions of this Contract shall be valid
unless in writing and signed by the party against whom it is sought to be
enforced. Further, the provisions, conditions, terms and covenants herein
contained shall bind and the benefits and advantages shall inure to the
respective successors, assigns, trustees, receivers and personal representatives
of the parties hereto. No failure of the Owner to exercise any power or right given
hereunder or to insist upon strict compliance by the Contractor with any of his
obligations hereunder, and no custom or practice of the parties at variance with
the terms of this Contract, shall constitute a waiver or variation of the Owner's
rights to demand exact compliance with the terms hereof.

13.0 Alterations/Change Orders

No alterations shall be made in the Work as shown or described in the drawings
or specifications as modified by applicable ordinances, requirements, laws, rules
and regulations as set forth herein, except on the written authorization of the
Owner, and when so made, the value of the Work or materials added or omitted
and any extension or deduction from the time of completion necessitated thereby
shall be computed and determined by the Contractor, subject to the written
approval and acceptance by the Owner, and the amount so determined shall be
added to or deducted from the Contract price or prices and time of completion.
The Contractor shall have no claim for the cost of additional Work or for an
extension of the Contract time (including, without limitation, claims for impact
damages or to costs due to delay) unless such Work and the cost and expenses
thereof or time is stated on the face of a written change order approved and
accepted by the Owner.

14.0 Assignment

The Contractor shall not let, assign or transfer this Contract or any part thereof,
or any interest therein, without the written consent of The Owner.

15.0 Notices

Notices to the parties as provided herein shall be by certified mail to the following
addresses:

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As to The Owner:

Ms. Denise R. Fischer
Resource Property Management
7300 Park Street
Seminole, FL 33777



As to The Contractor:








As to Engineer:

TRC Worldwide Engineering
Restoration and Inspection LLC
15711 Mapledale Blvd., Suite E
Tampa, FL 33624





Tel. 813.960.3895

16.
Dispute Resolution

In connection with any litigation arising out of this Agreement, the venue shall be
in Pinellas County, Florida, to the exclusion of all other venues, and the
prevailing party shall be entitled to recover from the other party said prevailing
party's attorney's fees and costs, including attorney's fees and costs for any
appellate proceedings.

17. Termination

This Contract may be terminated with cause, any breach of this Contract
constituting cause. Termination shall be effective only after seven (7) calendar
days written notice sent certified mail. Termination shall be effective seven (7)
calendar days from the date of posting the written notice unless retracted, in
writing, by the non-defaulting party.

18.
Statutory Notice

To the fullest extent permitted by law, the requirements of Chapter 558, Florida
Statues, are hereby waived by both The Owner and The Contractor.






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19. Execution

FOR THE CONTRACTOR:
FOR THE OWNER:

Resource Property Management

Signature
Signature
Printed Name

Printed Name
Title
Title
Date
Date


END OF SECTION 00 70 00

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SECTION 01 00 00 - GENERAL CONDITIONS

1.1
DEFINITIONS

Wherever used in these General Conditions or in the other Contract
Documents, the following terms shall have the meanings indicated which
shall be applicable to both the singular and plural thereof:

ADDENDUM: Alteration or clarification of the specifications or plans
provided by the OWNER or OWNER'S AGENT prior to the Bid Opening.
An Addendum becomes part of the Contract Documents when the
Contract is executed.

AGREEMENT: The written agreement between the OWNER and the
CONTRACTOR covering the Work to be performed, including the
CONTRACTOR'S Bid and the Bonds.

AGENT: A party who is under separate CONTRACT with the OWNER to
act on his behalf.

APPLICATION FOR PAYMENT: The form which is to be used by the
CONTRACTOR in requesting progress payments.

BID: The offer of proposal of the Bidder submitted on the prescribed form
setting forth the prices for which the Work is to be performed.

BIDDER: Any person, firm or corporation submitting a Bid for the Work.

CHANGE ORDER: A written order to the CONTRACTOR signed by the
OWNER authorizing an addition, deletion or revision in the Work, or an
adjustment in the Contract Price or the Contract Time issued after
execution of the Agreement.

CONTRACT DOCUMENTS: The Agreement, Specifications, Drawings,
addenda (whether issued prior to opening of Bids or after execution of the
Agreement) and modifications.

CONTRACT PRICE: The total monies payable to the CONTRACTOR
under the Contract Documents.

CONTRACT TIME: The dates established for commencement and
completion as stated in the Agreement and presented in calendar days.
Fully complete means completion of all Work including Punch List items.

CONTRACTOR: The person, firm or corporation with whom the OWNER
has executed the Agreement.
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DRAWINGS AND SPECIFICATIONS: The drawings and plans which
show the character and scope of the Work to be performed and which
have been prepared by the ENGINEER and approved by the OWNER and
are part of the Contract Documents.

ENGINEER: TRC Worldwide Engineering Restoration & Inspection, LLC,
who is under separate contract with the OWNER to act as his agent.

FIELD CHANGE REQUEST: A written request from the CONTRACTOR
requesting an addition, deletion or revision in the Work. The Document is
not a Change Order, but evidence that the parties expect the Change
Request will be incorporated and approved in a subsequently issued
Change Order. (See Change Order).

INSPECTION: On-site observations as necessary to verify that
construction is being completed in general conformance with the plans
and the specifications.

OWNER: The Corporation or Entity with whom the Contractor has
executed the Agreement.

OWNER'S CONTACT: A person or persons available at the site on a
daily or biweekly basis charged with representing the OWNER'S interests.
This is not TRC Worldwide Engineering Restoration & Inspection, LLC.

OWNER'S REPRESENTATIVE: A person or persons charged with
representing the OWNER'S interests. This is TRC Worldwide Engineering
Restoration & Inspection, LLC.

PROJECT: The entire construction to be performed as provided in the
Contract Documents.

PROJECT MANUAL: The Instructions to the Bidders, the General
Conditions, the Technical Sections and all Supplemental Drawings as
indicated in the volume "Project Manual".

SHOP DRAWINGS: All drawings, diagrams, illustrations, brochures,
schedules, and other data which are prepared by the CONTRACTOR, a
Subcontractor, manufacturer, supplier or distributor and which illustrates
the equipment, material or some portion of the Work.

SUBCONTRACTOR: An individual, firm or corporation having a direct
contract with the CONTRACTOR or with any other Subcontractor for the
performance of a part of the Work at the site.

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WORK: Any and all obligations, duties and responsibilities necessary to
the successful completion of the Project assigned to or undertaken by the
CONTRACTOR under the Contract Documents, including the furnishings
of all labor, materials, equipment and other incidentals.

1.2
AWARD OF CONTRACT

A.
The award of the contract, if it is awarded, will be to the Bidder
whose qualifications indicate the award will be in the best interest of
the OWNER and whose proposal complies with all the prescribed
requirements. No award will be made until the OWNER has
concluded such investigations as he deems necessary to establish
the responsibility, qualifications and financial ability of the Bidder to
do the Work in accordance with the Contract Documents to the
satisfaction of the OWNER within the time prescribed.

B.
The OWNER reserves the right to reject the Bid of any Bidder who
does not pass such Investigation to the OWNER'S
SATISFACTION. In analyzing Bids, the OWNER may take into
consideration alternates and unit prices, if requested by the Bid
forms. If the Contract is awarded, the OWNER will give the
successful Bidder written notice of the award within sixty days after
the opening of the Bids.

C.
At least two copies of the Agreement and such other Contract
Documents as practicable will be signed by the OWNER and the
CONTRACTOR.


The OWNER will identify those portions of the Contract Documents
not so signed and such identification will be binding on all parties.
The CONTRACTOR will each receive an executed counterpart of
the Contract Documents.

1.3
PROGRESS AND SUBMISSION SCHEDULES: PRECONSTRUCTION
CONFERENCE; TIME OF STARTING THE WORK

A.
Within ten days after execution of the Agreement, the
CONTRACTOR will submit to the OWNER for approval, an
estimated progress schedule indicating the starting and completion
dates of the various stages of the Work.

B.
Before starting work, a conference will be held to review the above
schedules, to establish procedures for handling submissions and
for processing applications for Payment, and to establish a working
understanding between all parties of the Project. Present at the
conference will be the OWNER'S CONTACT, ENGINEER and
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CONTRACTOR, representatives of his subcontractors and
appropriate suppliers.

1.4
COPIES OF DOCUMENTS

A.
The OWNER will furnish to the CONTRACTOR as many copies of
the Specifications and Drawings as are reasonably necessary up to
3 copies for the execution of the Work. Additional copies will be
furnished, upon request, at the cost of reproduction.

B.
The CONTRACTOR will keep one record copy of all specifications,
Drawings, Addenda, Modifications, and Shop Submittals at the site
and in good order.

1.5 WORK BY OTHERS

A.
The OWNER may perform additional work related to the Project by
himself, or he may let other direct contracts therefore which shall
contain General Conditions similar to these. The CONTRACTOR
will afford the other contractors who are parties to such direct
contracts (or the OWNER, if he is performing the additional
work himself), reasonable opportunity for the introduction and
storage of materials and equipment and the execution of work, and
shall properly connect and coordinate his Work with theirs.

B.
If any part of the CONTRACTOR'S Work depends on proper
execution or results upon the work of any such other contractor (or
the OWNER), the CONTRACTOR will inspect and promptly report
to the OWNER in writing any defects or deficiencies in such work
that render it unsuitable for such proper execution and results. His
failure so to report shall constitute an acceptance of the other work
as to defects and deficiencies which may appear in the other work
after the execution of his Work.


C.
The CONTRACTOR will do all cuttings, fitting and patching of his
Work that may be required to make its several parts come together
properly and fit it to receive or be received by such other work. The
CONTRACTOR will not endanger any work of others by cutting,
excavating or otherwise altering their work and will only cut or alter
their work with the written consent of the OWNER.

1.6
SUBCONTRACTS

A.
The CONTRACTOR will not employ any Subcontractor (whether
initially or as a substitute) against whom the OWNER or
ENGINEER may have reasonable objection.
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B.
The CONTRACTOR will be fully responsible for all acts and
omissions of his Subcontractors and of persons directly or indirectly
employed by them and of persons for whose acts any of them may
be liable to the same extent that he is responsible for the acts and
omissions of persons directly employed by him. Nothing in the
Contract Documents shall create any contractual relationship
between any Subcontractor and the OWNER or any obligation on
the part of the OWNER or any obligation on the part of the OWNER
to pay or to see to the payment of any monies due any
Subcontractor, except as may otherwise be required by law. The
OWNER may furnish to any Subcontractor, to the extent
practicable, evidence of amount paid to the Contractor on account
of specific work done in accordance with the schedule of values.

C.
The CONTRACTOR agrees to specifically bind every
Subcontractor to all of the applicable terms and conditions of the
Contract Documents. Every Subcontractor by undertaking to
perform any of the Work will thereby automatically be deemed to be
bound by such terms and conditions.

1.7 MATERIALS, EQUIPMENT AND LABOR; SUBSTITUTE MATERIAL OR
EQUIPMENT

A.
The CONTRACTOR will provide and pay for all materials,
equipment, labor, transportation, construction equipment and
machinery, tools, appliance, fuel, light, heat, telephone, and
sanitary facilities and all other facilities and incidentals necessary
for the execution, testing, initial operation and completion of the
Work. The CONTRACTOR'S insurance will provide coverage for all
materials, equipment, tools and facilities placed on the OWNER'S
property.

B.
All equipment will be of good working order and materials will be
new. If required by the OWNER, the CONTRACTOR will furnish
satisfactory evidence as to the type and quality of materials and
equipment.

1.8
PATENT FEES AND ROYALTIES

A.
The CONTRACTOR will pay all license fees and royalties and
assume all costs incident to the use of any invention, design,
process or device which is the subject of patent rights or copyrights
held by others. He will indemnify and hold harmless the OWNER
and anyone directly or indirectly employed by either of them from
and against all claims, damages, losses and expenses (including
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attorneys' fees) arising out of any infringement of such rights during
or after completion of the Work, and shall defend all such claims in
connections with any alleged infringement of such rights.

1.9
PERMITS, LAWS, TAXES AND REGULATIONS

A.
The CONTRACTOR will secure and pay for all construction permits
and licenses and will pay all governmental and public utility charges
and inspection fees necessary for the prosecution of the WORK.

B.
The CONTRACTOR will give all notices and comply with all laws,
ordinances, rules and regulations applicable to the Work. If the
CONTRACTOR observes that the Specifications or Drawings are at
variance therewith, he will give the OWNER prompt written notice
thereof, and any necessary changes shall be adjusted by an
appropriate modification. If the CONTRACTOR performs any Work
knowing it to be contrary to such laws, ordinances, rules and
regulations, and without such notice to the OWNER, he will bear all
costs arising therefrom.

C.
The CONTRACTOR will pay all sales, consumer, use and similar
taxes required by the law.

D.
The CONTRACTOR assumes and is liable specifically for all State
and Federal Payroll or Social Security Taxes and Unemployment
Compensation Taxes, and guarantees to hold the OWNER
harmless in every respect against the same.

1.10 USE OF PREMISES

A.
The CONTRACTOR will confine his equipment, the storage of
materials and equipment and the operations of his workmen to
areas permitted by law, ordinances, permits, or the requirements of
the Contract Documents, and shall not unreasonable encumber the
premises with materials or equipment.

B.
The CONTRACTOR will not load nor permit any part of the
structure, to be loaded with loads that will endanger the structure,
nor will he subject any part of the Work to stresses or pressures
that will endanger it.

1.11 AUTHORITY OF THE OWNER'S REPRESENTATIVE/AGENT

A.
General: The OWNER'S REPRESENTATIVE will review the work
done and materials furnished by the CONTRACTOR, and carry out
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such other duties as are stated in these Specifications, or
delegated to him by the OWNER.

B.
The OWNER'S REPRESENTATIVE will conduct on-site
observations of construction in progress at appropriate intervals to
determine that same is proceeding in general conformance with the
plans and the specifications. The purpose of the OWNER'S
REPRESENTATIVE'S visits to the site will be to enable the
OWNER'S REPRESENTATIVE to better carry out the duties and
responsibilities assigned to, and undertaken by, the OWNER'S
REPRESENTATIVE during the Construction Phase, and, in
addition, by exercise of OWNER'S REPRESENTATIVE'S efforts as
an experienced and qualified design professional, to provide for
Owner a greater degree of confidence that the completed work of
CONTRACTOR(S) conforms to the Contract Documents and that
the integrity of the design concept as reflected in the Contract
Documents has been implemented and preserved by
CONTRACTOR(S).

C.
The OWNER'S REPRESENTATIVE will review requests for
payment, shop drawings, material and equipment to be furnished
for purposes of determining compliance with the Contract
Documents.

D.
Any information NOT furnished, or not furnished by the OWNER'S
REPRESENTATIVE or inspectors does not relieve the
CONTRACTOR of his responsibilities to complete the work.

E.
The OWNER'S REPRESENTATIVE will notify the CONTRACTOR
concerning any violation of, or failure to comply with any part of the
Contract by the CONTRACTOR and take or recommend such other
steps authorized by the Specifications as he may deem necessary.

F.
The OWNER'S REPRESENTATIVE shall decide all questions
concerning the interpretation of the Contract Documents pertaining
to the character, quality, amount and value of any work done and
materials furnished under or by reason of this Contract, and his
estimate and decisions shall be final and conclusive.

G.
Inspectors, employed by OWNER'S REPRESENTATIVE, and
under the supervision of the OWNER'S REPRESENTATIVE, shall
make periodic inspections. The inspector will notify the OWNER'S
REPRESENTATIVE of any work performed or materials furnished
which do not comply with the Contract Documents.

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H.
Notwithstanding the other provisions of this paragraph, the
OWNER'S REPRESENTATIVE will have no responsibility for the
CONTRACTOR'S means, methods, techniques, and procedures
used in construction, and will not be held liable for the
CONTRACTOR'S inadequate or unsatisfactory performance of
work.

1.12 INTERPRETATION AND DECISIONS

A.
The OWNER'S REPRESENTATIVE will be the initial interpreter of
the terms and conditions of the Contract Documents and the judge
of the performance thereunder. Claims, disputes and other matters
relating to the execution and progress of the Work or the
interpretation of or performance under the Contract Documents
shall be rendered initially to the OWNER'S REPRESENTATIVE for
decisions, which he shall render in writing within a reasonable time.

1.13 SUBMITTALS / SAMPLES

A.
The CONTRACTOR will also submit to the OWNER'S
REPRESENTATIVE for approval, with such promptness as to
cause no delay in the Work, at least three (3) copies of all
Submittals, samples and shop drawings required by the Contract
Documents. The OWNER and OWNER'S REPRESENTATIVE will
each retain one copy. All Submittals, samples and shop drawings
will have been checked by and stamped with the approval of the
CONTRACTOR, identified clearly as to material, manufacturer, any
pertinent catalog numbers and use for which intended.

B.
At the time of each submission, the CONTRACTOR will, in writing,
call to the OWNER'S REPRESENTATIVE'S, attention any
deviations that the samples may have from the requirements of the
Contract Documents.

C.
Work requiring submission shall not be commenced until the
submission has been approved by the OWNER'S
REPRESENTATIVE.










1.14 TESTS AND INSPECTIONS

A.
If the Contract Documents, laws, ordinances, rules, regulations, or
orders of any public authority having jurisdiction require any Work
to specifically be inspected, tested, or approved by someone other
than the CONTRACTOR, the CONTRACTOR will give the
OWNER'S REPRESENTATIVE timely notice of readiness. The
CONTRACTOR will furnish the OWNER'S REPRESENTATIVE the
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required certificates of inspection, testing or approval. All such tests
will be in accordance with the methods prescribed by the American
Society for Testing and Materials or such other applicable
organization as may be required by law or the Contract Documents.
If any such work required to be inspected, tested or approved is
covered up without written approval or consent of the OWNER'S
REPRESENTATIVE, it must, if directed by OWNER'S
REPRESENTATIVE, be uncovered for observation at the
CONTRACTOR'S expense. The cost of all such inspections, tests
and approvals shall be borne by the CONTRACTOR unless
otherwise provided.

B.
Any Work which fails to meet the requirements of any such test,
inspection or approval and any Work which meets the requirements
of any such test or approval but does not meet the requirements of
the Contract Documents shall be considered defective. The
defective Work may be rejected, corrected or accepted.

C.
Neither observations by the OWNER'S REPRESENTATIVE nor
inspections, tests, or approvals by persons other than the
CONTRACTOR shall relieve the CONTRACTOR from his
obligations to perform the Work in accordance with the
requirements of the Contract Documents, nor act as a waiver of any
rights the owner may have under the Contract Documents.

D.
CONTRACTOR will call for inspections required to be made by
OWNER'S REPRESENTATIVE a minimum of 48 hours before such
inspection is to be conducted. The jurisdiction having authority
over the Project and the specified products manufacturer shall also
be notified as required. Inspections include, but are not limited, to
the following:

1.
Preparation of each repair prior to pouring of repair material
and covering with other materials (quantities for payment).
2.
Initial installation of stucco surfaces.


1.15 CONTRACTOR'S SUPERVISION AND SUPERINTENDENCE

A.
The CONTRACTOR will supervise and direct the Work efficiently
and with his best skill and attention. He will be solely responsible
for the means, methods, techniques, sequences, and procedures of
construction. Before undertaking the Work, he will carefully study
and compare the Contract Documents and check and verify all
figures shown thereon and all field measurements. He will at once
report in writing to any conflict, error or discrepancy which he may
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discover. The CONTRACTOR will be responsible to see that the
finished Work complies accurately with the Contract Documents.

B.
The CONTRACTOR will keep on the Work, at all times during its
progress, a superintendent satisfactory to the OWNER'S
REPRESENTATIVE. The superintendent shall not be replaced
without the consent of the OWNER'S REPRESENTATIVE, except
under extraordinary circumstances. The superintendent will be the
CONTRACTOR'S representative at the site and shall have authority
to act on behalf of the CONTRACTOR. All communications
given to the superintendent shall be as binding as if given to
the CONTRACTOR.

C.
The CONTRACTOR will provide competent, suitable qualified
personnel to survey and lay out the Work and perform the Work as
required by the Contract Documents. He will at all times maintain
good discipline and order among his employees at the site.

D.
The OWNER and OWNER'S REPRESENTATIVE will not be
responsible for the acts or omissions of the CONTRACTOR, or any
Subcontractors, or any of his or their agents, employees, or any
other persons performing any of the Work.

1.16 SAFETY AND PROTECTION; EMERGENCIES

A.
The CONTRACTOR shall designate a responsible member of the
CONTRACTOR'S organization at the site whose duty shall be the
prevention of accidents. This person shall be the CONTRACTOR'S
superintendent unless otherwise designated by the CONTRACTOR
in writing to the OWNER and OWNERS REPRESENTATIVE.

B.
The CONTRACTOR will be responsible for initiating, maintaining
and supervising all safety precautions and programs in connection
with the Work. He will take all necessary precautions for the safety
of, and will provide the necessary protection to prevent damage,
injury or loss to:

1.
All employees on the Work and other persons, including
tenants and staff of the Owner who may be affected thereby.

2.
All the Work and all materials or equipment to be
incorporated therein, whether in storage on or off the site,
and

3.
Other property at the site or adjacent thereto, including trees,
shrubs, lawns, walks, pavements, roadways, structures and
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utilities not designated for removal, relocation or
replacement in the course of construction.

C.
The CONTRACTOR will comply with all applicable laws,
ordinances, rules, regulations and orders of any public body
including OSHA, having jurisdiction over the safety of persons or
property or to protect them from damage, injury or loss. He will
erect and maintain, as required by the conditions and progress of
the work, all necessary safeguards for safety and protection
including posting danger signs and other warnings against hazards
and promulgating safety regulations. He will notify owners of
adjacent utilities when portions of the work may affect them. When
the use or storage of explosives or other hazardous materials is
necessary for the Work, the CONTRACTOR will exercise the
utmost care and will carry on such activities under the supervision
of properly qualified personnel.

D.
In emergencies affecting the safety of persons or the Work or
property at the site or adjacent thereto, the CONTRACTOR, without
special instruction or authorization from the OWNER'S
REPRESENTATIVE, is obligated to act, at his discretion, to prevent
threatened damage, injury or loss.

E.
In the event the CONTRACTOR encounters on the site material
reasonably believed to be asbestos or polychlorinated biphenyl
(PCB) which has not been rendered harmless, the CONTRACTOR
shall immediately stop Work in the area affected and report the
condition to the OWNER and ENGINEER in writing. The Work in
the affected area shall be resumed in the absence of asbestos or
polychlorinated biphenyl (PCB), or when it has been rendered
harmless, by written instruction of the OWNER to the
CONTRACTOR.

1.17 ACCESS TO THE WORK; UNCOVERING FINISHED WORK

A.
The OWNER and his representatives and other representatives will
at all times have access to the Work. The CONTRACTOR will
provide proper facilities for such access and observation of the
Work and also for any inspection, or testing thereof by others.

B.
If any Work is covered contrary to the request of the OWNER'S
REPRESENTATIVE, it must, if requested by the OWNER'S
REPRESENTATIVE, be uncovered for his observation and
replaced at the CONTRACTOR'S expense.


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1.18 CHANGES IN THE WORK

A.
Without invalidating the Agreement, the OWNER may, at any time
or from time to time, order additions, deletions, or revisions in the
Work; these will be authorized by Change Orders. Upon receipt of
a Change Order, the CONTRACTOR will proceed with the Work
involved. All such Work shall be executed under the applicable
conditions of the Contract Documents.

B.
The OWNER'S REPRESENTATIVE may authorize minor changes
or alterations in the Work that may or may not involve extra cost
and not inconsistent with the overall intent of the Contract
Documents. These may be accomplished by a Field Change
Request. If the CONTRACTOR believes that any minor change or
alteration authorized by the OWNER'S REPRESENTATIVE entitles
him to an increase in the Contract Price, he may make a claim.

1.19 CHANGES IN CONTRACT PRICE

A.
The Contract Price constitutes the total compensation payable to
the CONTRACTOR for performing the Work based on unit prices
and estimated quantities.

B.
All quantities for computations of payments shall be agreed upon
by the OWNER'S REPRESENTATIVE and CONTRACTOR prior to
submittal for payments.

1.20 NEGLECTED WORK

A.
If the CONTRACTOR should neglect to perform the Work in
accordance with the Contract Documents, including any
requirements of the progress schedule, the OWNER, after three
days' written notice to the CONTRACTOR may, without prejudice to
any other remedy he may have, make good such deficiencies.

B.
The cost thereof (including compensation for additional professional
services) will be charged against the CONTRACTOR and a
Change Order shall be issued incorporating the necessary
revisions in the Contract Documents, including an appropriate
reduction in the Contract Price. If the payments then or thereafter
due the CONTRACTOR are not sufficient to cover such amount,
the CONTRACTOR will pay the difference to the OWNER.





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1.21 CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK

A.
The CONTRACTOR warrants and guarantees to the OWNER, that
all materials and equipment will be new unless otherwise specified
and that all Work will be of good quality and free from faults or
defects and in accordance with the requirements of the Contract
Documents. All unsatisfactory Work, all faulty or defective Work
and all Work not conforming to the requirements of the Contract
Documents or of such inspections, tests or approvals shall be
considered defective. Notice of all defects shall be given to the
CONTRACTOR. All defective Work whether or not in place may be
rejected.

1.22 APPLICATIONS FOR PROGRESS PAYMENTS

A.
At least ten days prior to submitting the first application for a
progress payment, the CONTRACTOR will submit a schedule of
values of the Work including quantities and unit prices, aggregating
the Contract Price. This schedule shall be satisfactory in form and
substance to the OWNER and shall subdivide the Work into
component parts in sufficient detail to serve as the basis for
progress payments during construction. Upon approval of the
schedule of values by the OWNER, it shall be incorporated into the
form of Application for Payment furnished by the OWNER. (AIA
Document G702, G703)

1.
Project Schedule. With the Application for Payment the
CONTRACTOR shall submit an updated Project Schedule.

B.
The CONTRACTOR will submit to the OWNER'S
REPRESENTATIVE for review three (3) hard copies (or one PDF)
of the Application for Payment filled out and signed by the
CONTRACTOR covering the Work completed during the first
twenty-five (25) days of the preceding month supported by such
data as the OWNER may reasonably require. Quantities used in
the Application for Payment shall be previously approved by
ENGINEER.

C.
The CONTRACTOR warrants and guarantees that title to all Work,
materials and equipment covered by an Application for Payment,
whether incorporated in the Project or not, will have passed to the
OWNER prior to the making of the Application for Payment, free
and clear of all liens, claims, security interests and encumbrances
(hereafter in these General Conditions referred to as "Liens"); and
no Work, materials or equipment covered by an Application for
Payment will have been acquired by the CONTRACTOR or by any
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other person performing the Work at the site or furnishing materials
and equipment for the Project, subject to an agreement under
which an interest therein or encumbrance thereon is retained by
the seller or otherwise imposed by the CONTRACTOR or such
other person.

D.
The OWNER'S REPRESENTATIVE will, within five (5) working
days after receipt of each Application for Payment, either indicate in
writing his approval of payment and present the Application to the
OWNER, or return the Application to the CONTRACTOR indicating
in writing his reasons for refusing to approve payment (such as
errors or incomplete Pay Applications). In the latter case, the
CONTRACTOR will make the necessary corrections and resubmit
the Application. The OWNER will, within fourteen days of
presentation to him of an approved Application for Payment, pay
the CONTRACTOR the amount approved by the OWNER or
OWNER'S REPRESENTATIVE. Should the resubmitted
Application cause a delay in payment, there will be no penalty
towards the OWNER.

E.
If the CONTRACTOR fails to provide the required construction
schedules, submittals and samples, or fails to provide for tests and
inspections, the OWNER'S REPRESENTATIVE may withhold
approval of pay applications until the deficiencies have been
corrected.

F.
CONTRACTOR shall submit simultaneously with his Progress
Payment Request a Contractor's Affidavit for Partial Progress
Payment listing all subcontractors and suppliers, even if a notice to
owner has not been filed along with Partial Waivers & Releases of
Lien on printed forms acceptable to the OWNER.

1.23 APPROVAL OF PAYMENTS

A.
Approval by the OWNER'S REPRESENTATIVE of any payment
requested in an Application for Payment will be based on on-site
observations of the Work in progress and on a review of the
Application for Payment and determination that the work has
progressed to the point indicated and that the quality of Work is in
accordance with the Contract Documents (subject to an evaluation
of the Work as a functioning project upon completion, to the results
of any subsequent tests called for in the Contract Documents and
any qualifications stated in the approval). Approval of payment by
the OWNER'S REPRESENTATIVE shall not be deemed to have
been based on exhaustive or continuous on-site inspections to
check the quality or the quantity of Work, or that he has reviewed
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the means, methods and techniques, sequences, and procedures
of construction or that he has made any examination to ascertain
how or for what purpose the CONTRACTOR has used the monies
paid or to be paid to him on account of the Contract Price.

B.
Payments due to the CONTRACTOR may be withheld by the
OWNER on account of defective work not remedied, claims filed,
reasonable evidence indicating probability of filing claims, failure of
CONTRACTOR to make payment properly to Subcontractor or for
material or labor on the reasonable belief of Owner that the work to
be performed under this Contract which remain unfinished cannot
be completed for the balance then unpaid.

1.24 FINAL PAYMENT

A.
Upon written notice from the CONTRACTOR to the OWNER that
the Project is complete, the OWNER and OWNER'S
REPRESENTATIVE will make a final inspection with the
CONTRACTOR and will notify the CONTRACTOR in writing of any
particulars in which this inspection reveals that the Work is
defective. The CONTRACTOR shall immediately make such
corrections as are necessary to remedy such defects. At the
OWNER'S request, the OWNER'S REPRESENTATIVE may be
asked to perform an additional final inspection to verify all
deficiencies have been remedied.

B.
After the CONTRACTOR, has completed any such corrections to
the satisfaction of the OWNER and OWNER'S REPRESENTATIVE
and delivered all maintenance and operating instructions,
schedules, guarantees, certificates of inspection and other
documents, and CONTRACTOR has performed all of his
obligations under the Contract Documents, he may make
application for final payment following the procedure for progress
payments. The final Application for Payment shall be accompanied
by such supporting data as the OWNER may require, together with
complete and legally effective releases or waivers (satisfactory to
the OWNER) of all Liens arising out of the Contract Documents and
the labor and services performed and the material and equipment
furnished thereunder. In lieu, thereof and as approved by the
OWNER, the CONTRACTOR may furnish receipts or releases in
full; an affidavit of the CONTRACTOR that the releases and
receipts include all labor, services, material and equipment for
which a Lien could be filed, and that all payrolls, material and
equipment bills, and other indebtedness connected with the Work
for which the OWNER or his property might in any way be
responsible, have been paid or otherwise satisfied; and consent of
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the surety, if any, to final payment. If any Subcontractor or supplier
fails to furnish a release or receipt in full, the CONTRACTOR may
furnish a bond satisfactory to the OWNER to indemnify him against
any Lien.

C.
CONTRACTOR shall submit simultaneously with Final Application
for Payment a Contractor's Final Affidavit and Release of Lien, as
well as Final Releases of Lien for all Subcontractors, laborers,
material men and suppliers, on forms acceptable to the OWNER.

1.25 WAIVERS OF CLAIMS AND CONTINUING OBLIGATIONS

A.
The CONTRACTOR'S obligation to perform the Work and complete
the Project in accordance with the Contract Documents shall be
absolute. Neither approval of any progress or final payment by the
OWNER'S REPRESENTATIVE, nor any payment by the OWNER
to the CONTRACTOR under the Contract Documents, nor any use
or occupancy of the Project or any part thereof by the OWNER nor
any failure to do so, nor any correction of faulty or defective work by
the OWNER shall constitute an acceptance of work not in
accordance with the Contract Documents.

B.
The making and acceptance of final payment shall constitute:

1.
A waiver of all claims by the OWNER against the
CONTRACTOR other than those arising from unsettled
Liens, from faulty or defective work appearing after final
payment or from failure to comply with the requirements of
the Contract Documents or the terms of any special
guarantees specified therein, and

2.
A waiver of all claims by the CONTRACTOR against the
OWNER other than those previously made in writing and still
unsettled.

C. To the fullest extent permitted by law, CONTRACTOR shall
indemnify and hold harmless the Owner and its members, agents
and employees from and against all claims, damages, losses and
expenses, including but not limited to attorneys' fees arising out of
or resulting from the performance of the Work, provided that any
such claim, damage, loss or, expense (1) is attributable to bodily
injury, sickness, disease or death, or to injury to or destruction of
tangible property (other than the work itself) including the loss of
use resulting therefrom, and (2) is caused in whole or in part by any
negligent act or omission of the CONTRACTOR, any
Subcontractor, anyone directly or indirectly employed by any of
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them or anyone for whose acts any of them may be liable,
regardless of whether or not it is caused in part by a party
indemnified hereunder. Such obligation shall not be construed to
negate, abridge, or otherwise reduce any other right or obligation of
indemnity which would otherwise exist as to any party or person
described in this Paragraph. In any and all claims against the
OWNER or any of its members, agents, or employees by an
employee of the CONTRACTOR, any Subcontractor, anyone
directly or indirectly employed by any of them or anyone for whose
acts any of them may be liable, the indemnification obligation under
this Paragraph shall not be limited in any way by any limitation on
the amount or type of damages, compensation or benefits payable
by or for the CONTRACTOR or any Subcontractor under workers'
or workmen's compensation acts, disability benefit acts or other
employee benefit acts. Should any such claim, damage, loss, or
expense be caused in part by a party indemnified hereunder, the
extent of indemnification provided for in this paragraph shall be
limited to a maximum of One Million ($1,000,000.00) per
occurrence.

1.26 CONTRACTOR'S LIABILITY INSURANCE

A.
The CONTRACTOR will purchase and maintain such insurance as
will protect him from claims under workers' compensation laws,
disability benefit laws or other similar employee benefit laws, from
claims for damages because of bodily injury, occupational sickness
or disease or death of his employees, and claims insured by usual
personal injury liability coverage, from claims for damages because
of bodily injury, sickness or disease, or death of any person other
than his employees including claims insured by usual personal
injury liability coverage; and from claims for injury to or destruction
of tangible property, including loss of use resulting therefrom any or
all of which may arise out of or result from the CONTRACTOR'S
operations under the Contract Documents, whether such
operations be by himself or by a Subcontractor or anyone directly
or indirectly employed by any of them or for whose acts any of them
may be legally liable. This insurance shall be written for not less
than any limits of liability specified in the Contract Documents or
required by law, whichever is greater and shall include contractual
liability insurance. Before starting the Work, the CONTRACTOR
will file with the OWNER certificates of such insurance, acceptable
to the OWNER; these certificates shall contain a provision that the
coverage afforded under the policies will not be canceled or non-
renewed until at least thirty (30) days prior written notice has been
given to the OWNER, certified mail, return receipt requested.

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1.
Required Insurance Provisions.

a.
Workers' Compensation: Coverage to apply for all
employees for Statutory


Limits in compliance with the applicable state and federal
laws.
- $100,000, each accident
- $500,000, disease policy limit
- $100,000, disease employee limit

b.
Comprehensive General Liability: Shall have
minimum limits of $1,000,000 Per Occurrence
Combined Single Limit for Bodily Injury Liability and
Property Damage Liability with a minimum $1,000,000
umbrella. This shall include Premises and/or
Operations, Independent Contractors, Products
and/or Completed Operations, Broad Form Property
Damage and ECU Coverage, and a Contractual
Liability Endorsement. This shall be written on an
occurrence basis.


c.
Business Auto Policy: Shall have minimum limits of
$500,000 Per Occurrence Combined Single Limit for
Bodily Injury Liability and Property Damage Liability
with a minimum $1,000,000 umbrella. This shall
include, Owned Vehicles, Hired and Non-Owned
Vehicles, and Employee Non-Ownership.

1.27 DAILY CLEAN UP

A.
The CONTRACTOR will keep the premises and adjoining premises
free from accumulations of waste materials, rubbish and other
debris resulting from the Work, and at the completion of the Work
he will remove all waste materials, rubbish and debris from and
about the premises as well as all tools, construction equipment and
machinery and surplus materials, and will leave the site clean and
ready for occupancy by the owner on a daily basis. The
CONTRACTOR will restore to their original condition those portions
of the site not designated for alteration by the Contract Documents
including, but not limited to sliding glass doors, landscaping,
sidewalks, asphalt driveways and parking lots, elevator equipment,
fire alarm control systems, air conditioning equipment, roofing,
parapet walls, etc.

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B.
If after three days written notice by OWNER'S REPRESENTATIVE
to CONTRACTOR and the CONTRACTOR has not diligently
proceeded with the clean-up, then OWNER has the right to proceed
with the clean-up work at CONTRACTOR'S expense.

1.28 OWNER'S RIGHT TO STOP OR SUSPEND WORK

A.
If the Work is defective, or the CONTRACTOR fails to supply
sufficient skilled workmen or suitable materials or equipment, or if
the CONTRACTOR fails to make prompt payments to
Subcontractors or suppliers for labor, materials, or equipment, the
OWNER may order the CONTRACTOR to stop the Work, or any
portion thereof, until the cause for such order has been eliminated.

B.
The OWNER may, at any time and without cause, suspend the
Work or any portion thereof for a period of not more than ninety
days by notice in writing to the CONTRACTOR. The
CONTRACTOR will be allowed an increase in the Contract Price
for an extension of the Contract Time directly attributable to any
suspension if he makes a claim therefor.

C.
The OWNER'S rights to perform work, correct deficiencies, occupy
contract site, shall be at the sole option of the OWNER.

1.29 OWNER'S RIGHT TO TERMINATE

A.
If the CONTRACTOR is adjudged as bankrupt or insolvent of if he
makes a general assignment for the benefit of his creditors, or if a
trustee or receiver is appointed for the CONTRACTOR or for any of
his property, or if he files a petition to take advantage of any
debtors' act, or to reorganize under the bankruptcy or similar laws,
or if he repeatedly fails to supply sufficient skilled workmen or
repeatedly fails to make prompt payments to Subcontractors or for
labor, materials, or equipment or if he disregards laws, ordinances,
rules, regulations or orders of any public body having jurisdiction, or
if he disregards the authority of the OWNER or if he otherwise
violates any provisions of the Contract Documents, the OWNER
may, without prejudice to any other right or remedy and after giving
the CONTRACTOR and his SURETY seven days written notice,
terminate the services of the CONTRACTOR and take possession
of the Project and of all materials, equipment, tools, construction
equipment and machinery thereon owned by the CONTRACTOR,
and finish the Work by whatever method he may deem expedient.
In such case the CONTRACTOR shall not be entitled to receive
any further payment until the Work of the work in accordance with
the approved progress schedule. If the CONTRACTOR falls
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behind the progress schedule, he shall take such steps as may be
necessary or as may be directed by the OWNER'S
REPRESENTATIVE to improve his progress by increasing the
number of shifts, overtime operations, and days of work within the
project limits as may be required, at no additional cost to the
OWNER.

B.
Failure of the CONTRACTOR to comply with the requirements
under this provision shall be grounds for determination that the
CONTRACTOR is not pursuing the work with such diligence as will
insure completion within the time specified and such failure
constitutes a substantial violation of the conditions of the
Agreement.

C.
Upon such determination, the OWNER may terminate the
CONTRACTOR'S right to proceed with the work, or any separate
part thereof in accordance with Paragraph 1.30.


1.30 LITIGATION

A.
In connection with any litigation arising out of this Contract, venue
shall be in Sarasota County, Florida, to the exclusion of all other
venues, and the prevailing parties shall be entitled to recover from
the other party said prevailing party's reasonable attorney's fees
and costs including, but not limited to, attorney's fees and costs for
any appellate proceedings.

END OF SECTION 01 00 00

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SECTION 01 01 00 - SUMMARY OF WORK

1.0
GENERAL

1.1
Summary

A.
Project Title: Driftwood Sands Waterproofing Restoration Project



Ms. Denise R. Fischer


Licensed Community Manager


Resource Property Management


7300 Park Street


Seminole, FL 33777




Telephone: 727-581-2662 (ext. 2015)


Email: dfischer@resourcepropertymgmt.com

B.
Contractor shall submit a Construction Sequencing Plan which
demonstrates a process of completing the work while maintaining full
access for employees and customers.

C.
Project Scope: the work of this contract consists of the following items:

1.
Installation of temporary debris protection as necessary
throughout the interior and exterior of the units. Contractors will
be responsible for any damages to the units that occur during
the project. It shall be the responsibility of the owner to remove
all drapery, blinds, furnishings and adjacent interior floor
treatments prior to removal of the sliding glass doors.
2.
Removal of existing hurricane shutters at units 308 and 508.
3.
Removal of the existing balcony sliding glass door, frames,
flashing and any waterproofing around the opening down to the
existing structure at units 108, 208, 308, 408, 508, and 2nd floor
recreation room.
4.
Application of Masterseal 581 Masonry Waterproofing at the
perimeter of door openings at units 108, 208, 308, 408, 508,
and 2nd floor recreation room. Refer to Specification 07 16 00.
5.
Anchor pressure treated wood buck strips around the perimeter
of the door openings with sealant at the interface of buck and
the structure.
6.
Install PGT SGD series 5570 vinyl sliding glass doors per NOA
15-1210.01 and Construction Drawings at units 108, 208, 308,
408, 508, and 2nd floor recreation room. Refer to Specification
08 11 73.
7.
Replace stucco system where removal has occurred to match
the existing. Refer to Specification 09 22 00 STUCCO.
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8.
Perform any touch up repairs at locations affected by the Work
or temporary barrier. This work includes any damage caused
during the removal of the existing sliding glass door system and
any hurricane shutters. Paint all areas to match the existing.

D.
The work of this contract shall be performed in accordance with the
contract documents. The contractor shall furnish all necessary labor,
tools, services, materials, and equipment to complete all the work of
this project.

E.
The contract documents were prepared by TRC Worldwide
Engineering Restoration & Inspection, LLC and include the following:

1.
Project Manual dated August 1, 2017: includes all
specifications, drawings, etc. contained within.

F.
The work will be constructed under a single contract between the
owner and the contractor.

1.2 Work Under Other Contracts

A.
Subcontractors shall be competent and licensed to perform work in
their specific trades.
B.
The contractor shall be responsible for verifying that all subcontractors
hold a current license and are competent for the specific work they are
to perform.
C.
The contractor shall not subcontract any portion of this project without
prior consent from the engineer. Names and references of all
subcontractors shall be submitted to the engineer for review.

2.0
PRODUCTS

Not applicable.

3.0
EXECUTION

Not applicable.

END OF SECTION 01 01 00
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SECTION 07 16 00 MASTERSEAL 581 WATERPROOFING (PREVIOUSLY
THOROSEAL)
1.1
GENERAL
Section Includes:
1.
Waterproofing of concrete and masonry that resists both
positive and negative hydrostatic pressure.
1.2
SYSTEM DESCRIPTION
A.
Portland-cement based coating for concrete and masonry that
resists both positive and negative hydrostatic pressure.
1.
Performance Requirements:
Provide patching material
complying with the

following requirements:
2.
Service temperatures: Immersion, up to 140 degrees F (60
degrees C);

cleaning water, up to 200 degrees F (93 degrees C); dry air, up
to 220

degrees F (104 degrees C).
3.
VOC: 0 lbs/gal (0 g/L) less water and exempt solvents.
4.
Initial Set, minutes at 70 degree F (21 degree C), 50 percent
relative

humidity: 10 minutes per Lab Method.
5.
Final Set, minutes at 70 degree F (21 degree C), 50 percent
relative

humidity: 90 minutes per Lab Method.
6.
Density (cured): 129 pounds per foot (2,080 kg/m) per Lab
Method.
7.
Positive resistance to hydrostatic pressure, hrs, at 200 psi (1.4
MPa), 461

head feet, air cured at 70 degree F (21 degree C) 50 percent
relative

humidity: 752 (No leakage, no softening) per CRD C 48,
modified.
8.
Negative resistance to hydrostatic pressure, hours, at 200 psi
(1.4 MPa), 461

head feet, air cured at 70 degree F (21 degree C) 50 percent
relative

humidity: 664 (Limited dampness) per CRD C 48, modified.
9.
Potable water (direct contact): Suitable approved per BS6920
(British

standard), NSF Standard 61.
10. Water absorption, boiling water submersion at 24 hour: 3.6
percent per
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ASTM C 67 (Section 7.3).
11.
Compressive strength, ASTM C 109:

7 days: 4,200 psi (29 MPa)

28 days: 6,030 psi (42 MPa)
12.
Flexural strength, ASTM C 348:

7 days: 360 psi (2.5 MPa)

28 days: 1,027 psi (7 MPa)
13.
Tensile strength, ASTM C 190:

7 days: 250 psi (2 MPa).

28 days: 440 psi (3 MPa).
14.
Modulus of elasticity, ASTM C 469, 28 days: 2.72 x 10 to the
6th psi (1.87 x

10 to the 4th MPa).
15.
Artificial weathering, hrs:

Xenon Arc: 5,000 = No failure per ASTM G 26.

Carbon Arc: 500 = No failure per ASTM G 23.
16.
Adhesion strength, Test by tensile bond: 418 psi (2.9 MPa).
17.
Artificial weathering, Atlas Type DMC weather meter: No
cracking, loss of

adhesion, checking or other defect.
18.
Freeze/thaw resistance, 200 cycles: No change per ASTM C
666

(Procedure B).
19.
Salt spray resistance, 300 hours: No defect per ASTM B 117.
20.
Carbon Dioxide (CO2), 1/16 inch (1.6 mm) per Lab Method
Diffusion.

Equivalent to 3/4 inch (19 mm) new concrete.
21.
Permeance:

Perms: 12 (0.10698) per ASTM E 96

Metric permeability 18 x 10 to the 3rd resistance (water-vapor

transmission) per Swedish standard SS-02-15-82.
22. Wind-driven rain, hrs: 8 = excellent per Fed. Spec. TT-P-0035
(Para 4.4.7).
23.
Coefficient of thermal expansion in/in/degree F (mm/mm/degree
C), at 28

days: 6.99 x 10 to the minus 6th (5 x 10 to the minus 7th) per
ASTM C 531.
24.
Impact strength (Gardener impact tester): No chipping per Fed.
Spec. TT-P-

0035 (Cement paints para. 3.4.8)
25.
Hardness, (Barber Colemen Impressor) Requirement min = 30,
max = 60

(para 4.4.9) Fed. Spec. TT-P-0035:

7 days: 35.
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14 days: 47.

21 days: 52.
26.
Abrasion resistance 3,000 L sand: Passed per Fed. Spec. TT-
P-141B.
27.
Reflectance ASTM D 2244 using Hunterlab D-25 meter:

Gray Thoroseal: 64.2.

White Thoroseal: 88.1.
28.
Fungus resistance at 21 days: No growth; meets all
requirements of Fed.

Spec. TT-P-29B.
29.
Surface burning characteristics per ASTM E 84:

Flame Spread: 0.

Smoke developed: 5.
30.
Fire Propagation Flame spread: Index = 1.5, Class 1 per
BS476: Part

6:1981, BS476: Part 7:1971.
1.3
SUBMITTALS
Product Data: Submit manufacturer's technical bulletins and MSDS on
each product.
Submit list of project references as documented in this Specification under
Quality Assurance Article. Include contact name and phone number of
person charged with
oversight of each project.
Quality Control Submittals:
1.
Provide protection plan of surrounding areas and non-work surfaces.
1.4
QUALITY ASSURANCE
Qualifications:
1.
Manufacturer Qualifications: Company with minimum 15 years

of experience in manufacturing of specified products and

systems.
2.
Manufacturer Qualifications: Company shall be ISO 9001:2000

Certified.
3.
Applicator Qualifications: Company with minimum of 5 years'

experience in application of specified products and systems on

projects of similar size and scope, and is acceptable to product

manufacturer.
4.
Successful completion of a minimum of 5 projects of similar size
and complexity to specified Work.
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1.5
DELIVERY, STORAGE, AND HANDLING
Comply with manufacturer's ordering
instructions and
lead-time
requirements to avoid construction delays.
Deliver materials
in manufacturer's original, unopened, undamaged
containers with
identification labels intact.
Transport and store in unopened containers and keep in clean, dry condition
protected from rain, dew, and humidity. If dry onsite storage of bags
is
unavailable or
if Project is located in a very
wet,
humid
climate
zone, purchase product in
manufacturer's
packaged metal pails.
Do not stack bags more than 2 pallets high.
Store Acryl 60 in similar conditions. Do not allow Acryl 60 to freeze.
1.6
PROJECT CONDITIONS
Environmental Requirements:
Do not apply in rain or when rain is expected within 24 hours.
Do not apply above 90 degrees F (32 degrees C) or below 40
degrees F (4 degrees C) or when temperatures are expected to
fall below 40 degrees F (4 degrees C) within 24 hours. For hot
and cold temperature applications, store materials and water at
50 degrees F (10 degrees C) to 70 degrees F (21 degrees C)

before use.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
Subject to compliance with requirements, provide products from the
following manufacturer:
1.
BASF Corporation


Construction Systems
889 Valley Park Drive
Shakopee, MN 55379
Customer Service: 800- 433-9517
Technical Service: 800-243-6739
Internet: master-builders-solutions.basf.us
Specifications and Drawings are based on manufacturer's proprietary
literature from
BASF Corporation. Other manufacturers shall comply
with minimum levels of material, color selection, and detailing indicated in
Specifications or on Drawings. Architect
will
be
sole
judge
of
appropriateness of substitutions.
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2.2
MATERIALS
Portland-cement based coating for concrete and masonry that resists both
positive and negative hydrostatic pressure.
1.
Acceptable Product:
Standard Coating: MasterSeal 581 by BASF Corporation.
Plaster Mix: MasterSeal 584 by BASF Corporation.
Foundation Coating: MasterSeal 582 by BASF Corporation.
Waterstop: MasterSeal 590 by BASF Corporation.
2.3
MIXING
Mix material per manufacturer instructions allowing material to rest 10
minutes before remixing and application.
Color:
1.
White.
2.4
SURFACE PREPARATION
Ensure that substrates are sound and free of dust, dirt, laitance, paints, oils,
grease,
curing compounds, and other contaminants.
Patch holes and cracks before installation.
Relieve hydrostatic pressure in concrete block with weep holes.
Roughen or brush blast extremely smooth surfaces to ensure good
mechanical adhesion.
2.5
APPLICATION - GENERAL
Apply coating with manufacturer recommend brush or broom or equivalent
stiff fiber
brush or by textured spray equipment. Spray, back-brush, or
broom applications of
first coat to fill voids and achieve uniformity.
Completely dampen substrate with water before starting application. Do not
saturate
substrate. Keep substrate cool and damp throughout
application.
Work first coat thoroughly into substrate to completely fill and cover voids,
holes, and nonmoving cracks.
Allow to cure 24 hours, then apply second coat and finish with vertical
stroke.
On concrete block or masonry walls, allow 5 to 7 days before applying
second coat to
eliminate joint read through.
Allow coating to cure 7 to 10 days before immersion in water.
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2.6
ABOVE GRADE WITH POSITIVE SIDE WATER PRESSURE
APPLICATION
Typical Application:
1.
First Coat: 2 pounds per square yard (1.1 kg/sm) = 225 square
feet per 50

pound bag (20.9 sm/22.7 kg bag).
2.
Second Coat: 1 pounds per square yard (0.54 kg/m2) = 450
square feet per

50 pound bag (41.8 sm/22.7 kg bag)
3.
Total: 3 pounds per square yard (1.6 kg/sm), cured nominal
thickness of

1/16 inch (1.6 mm).
2.7
CLEANING
Clean waterproofing material from tools and equipment with water. Remove
cured
materials mechanically.
Clean up and properly dispose of debris remaining on Project site related to

application.
Remove temporary coverings and protection from adjacent Work areas.

2.8
PROTECTION
Protect system from damage during construction.
END OF SECTION 07 16 00

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07 92 00 - 1

SECTON 07 92 00 - JOINT SEALANT/JOINT FILLERS

1.0
GENERAL

1.1
Scope

This specification covers the furnishing of all labor, equipment, and materials
required for the following:

A.
Seal or reseal joints. Provide elastomeric joint sealants, joint backer
materials and accessories needed to ensure a complete and durable
weather tight seal at all locations indicated.

Structural cracks in concrete members shall be repaired as per Specifications
03 72 00. The contractor shall repair all non-structural concrete cracks and
seal/reseal joints as shown on contract drawings or as specified herein.

1.2
Related Sections

03 72 00
Concrete Repair: Horizontal, Vertical, and Overhead Surfaces

1.3 References

Latest editions of the following standards:

ASTM C 920 - Standard Specification for Elastomeric Joint Sealants.
ASTM C 1330 - Standard Specification for Cylindrical Sealant Backing for
Use with Cold Liquid Applied Sealants.

FS (Federal Specification) TT-S-00227E (COM-NBS) - Interim Federal
Specification for Sealing Compound: Elastomeric Type, Multi-Component (for
Caulking, Sealing, and Glazing in Buildings and Other Structures.
FS (Federal Specification) TT-S-00230C - Interim Federal Specification for
Sealing Compound: Elastomeric Type, Single Component (for Caulking,
Sealing, and Glazing in Buildings and Other Structures.
FS (Federal Specification) TT-S-001543 (COM-NBS) - Interim Federal
Specification for Sealing Compound: Silicone Rubber Base (for Caulking,
Sealing, and Glazing in Buildings and Other Structures.

Canadian Specification CAN/CGSB-19.13-M87.
Canadian Specification CAN/CGSB-19.24-M90.





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1.4 Submittals

A.
The Contractor shall submit manufacturer's product technical data,
specifications, and laboratory test results that validate product
compliance with the requirements for the project.

B.
The Contractor shall submit warranty information confirming that the
materials used will work as a compatible, warranted system.

C.
The Contractor shall issue Certificates of Warranty stating that all
materials have been applied in accordance with the manufacturer's
published
instructions.
Provide a 5-year warranty against
workmanship (contractor) and material failure (manufacturer).

1.5
Submittals for Substitution of Materials


All submittals for substitutions must be made in writing to the engineer with
supporting technical data sheets and test data showing complete equivalent
performance.

1.6
Pre-Bid Inspection

The repair areas shown on the drawings or specified for repair are based on a
general survey. The contractor shall visit the site prior to bid submittal to
determine the extent of the required repairs. Final bid shall include total
quantities of each repair type along with unit prices for quantities over or
below the engineering estimate.

1.7
Project Conditions

A.
Do not use products under conditions of precipitation or freezing
weather. Use appropriate measures for protection and supplementary
heating to ensure proper curing conditions in accordance with
manufacturer's recommendations if application during inclement
weather occurs.

B.
Protect adjacent work from contamination due to mixing, handling, and
application of sealant.

C.
Ensure substrate is dry.

1.8
Site Conditions

Job conditions shall be maintained at standards that allow material placement
within temperature and cleanliness requirements. Unusual conditions as
uncovered during the course of work shall be brought to the engineer's
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attention for analysis and disposition. These conditions include but are not
limited to poor quality base concrete, severely corroded reinforcing steel,
random cracks and deep oil penetration.

1.9 Material Delivery, Storage, and Handling

A.
Deliver products in original factory packaging bearing identification of
product, manufacturer, batch number, and expiration date as
applicable. Provide Material Safety Data Sheets for each product.

B.
Store products in a location protected from freezing, damage,
construction activity, precipitation and direct sunlight
in strict
accordance with the manufacturer's recommendations.

C.
Condition products to approximately 60 to 70 degrees F (16 to 21
degrees C)
for use
in accordance with
the manufacturer's
recommendations.

D.
Handle all products with appropriate precautions and care as stated on
the Material Safety Data Sheet.

1.10 Quality Assurance

A.
Contractor

The repair contractor shall have experience, training, and proficiency
specific to all work within this project.

B.
Manufacturer Representative

The manufacturer shall be a company regularly engaged in the
manufacturing and marketing of the products specified in this section.
The manufacturer shall provide job service as required to assure
proper handling and installation of materials. The field representative
shall instruct as needed to assure that handling, mixing, placing and
finishing of materials are in accordance with specifications.

C.
Engineer

All work and materials are subject to observation by the Engineer
and/or owner's representative. All work is subject to testing as deemed
necessary by the Engineer. The expense of removing and replacing
any concrete repair materials for observation or testing shall be borne
by the Contractor if deemed necessary by the Engineer or Owner.


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2.0 PRODUCTS

Any material substitutions must be approved by the engineer in accordance
with Section 1.5.

2.1
Sealants

A.
Fastener Sealing

Sikaflex-1a or 2c NS by Sika
MasterSeal NP 1, NP 2, or CR 105 by Master Builders Solutions
Dow Corning 795 Silicone Building Sealant (black) by Dow Corning

B.
Buck Strip

Sikaflex-2c NS or 15 LM by Sika
MasterSeal NP 100 (non color match), NP2 or NP 150 (color match) by
Master Builders Solutions


2.2
Accessories

A.
Joint Cleaner: Cleaner as recommended by sealant manufacturer for
substrates indicated.

B.
Primer: As recommended by sealant manufacturer for substrates,
conditions, and exposures indicated.

C.
Soft Backer Rod: Non-gassing, reticulated closed-cell polyethylene
foam rod or other compatible non-waxing, non-extruding, non-staining
resilient material in dimension 25 percent to 50 percent wider than the
joint width as recommended by the sealant manufacturer for conditions
and exposures indicated.

D.
Closed-Cell Backer Rod: Closed-cell polyethylene rod designed for
on-grade and/or below-grade applications.

E.
Bond Breaker: Polyethylene tape or other adhesive faced tape as
recommended by sealant manufacturer to prevent sealant contact
where it would be detrimental to sealant performance.

3.0
EXECUTION

3.1
Pre-Job Conference

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At least 7 days prior to the start of the work, the contractor shall conduct a
meeting to review the detailed requirements for rehabilitation work. Surface
preparation, proposed equipment, procedures, material mixing, placing and
finishing procedures, and site conditions shall be discussed with the engineer
prior to the beginning of the work.

The contractor shall require the attendance of all involved parties including
but not limited to the contractor's superintendent, repair contractor, material
supplier representative, and proposed equipment supplier representative.
Minutes of the meeting shall be recorded, typed and printed by the contractor
and distributed to all parties concerned within 5 days of the meeting.

3.2
Examination


The contractor shall examine the areas and conditions under which work of
this section will be performed. The contractor shall verify conformance with
the manufacturer's requirements and report any unsatisfactory conditions in
writing to the engineer. The contractor shall not proceed until unsatisfactory
conditions are corrected.

3.3
Testing

Prior to sealant application, a test area shall be used to verify (adhesion
testing) product performance requirements as listed above and as
documented in the manufacturer's technical information. The contractor shall
arrange to have the product manufacturer's representative visit the project
site to verify product suitability and performance for the various substrates
indicated.

3.4
Preparation

A.
Prepare surfaces to receive sealants in accordance with the sealant
manufacturer's written instructions and recommendations except
where more stringent requirements are indicated.

B.
Thoroughly clean joint surfaces as required using cleaners approved
by the sealant manufacturer whether primers are required or not.

C.
Remove all traces of previous sealant and joint backer by mechanical
methods, such as by cutting, grinding, and wire brushing, in manner
not damaging to surrounding surfaces. Remove paints from joint
surfaces except for permanent, protective coatings tested and
approved for sealant adhesion and compatibility by sealant
manufacturer.

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D.
Remove loose debris, dust, dirt, algae, laitance, and/or any other
materials that will prohibit adequate sealant adhesion from the areas to
be repaired by vacuum, oil-free compressed air, or other appropriate
means.

E.
Provide joint backer material uniformly to depth required by sealant
manufacturer for proper joint design using a blunt instrument. Fit
securely by compressing backer material 25 percent to 50 percent so
no displacement occurs during tooling. Avoid stretching or twisting
joint backer.

F.
Provide bond-breaker where indicated or recommended by sealant
manufacturer, adhering strictly to the manufacturers installation
requirements.

G.
Prime joint substrates where required. Use and apply primer
according to sealant manufacturers recommendations. Confine
primers to sealant bond surfaces. Do not allow spillage or migration
onto adjoining surfaces.

H.
Taping: Use masking tape where required to prevent sealant or primer
contact with adjoining surfaces that would be permanently stained or
otherwise damaged by such contact or the cleaning methods required
for removal. Apply tape so as not to shift readily and remove tape
immediately after tooling without disturbing joint seal.

3.5
Application

A.
Mixing: Follow the manufacturer's recommended procedures for
mixing (if applicable).

B.
Apply materials immediately after joint preparation as per the
manufacturer's written instructions.

C.
Install sealants to uniform cross-sectional shapes with depths relative
to joint widths that allow optimum sealant movement capability as
recommended by sealant manufacturer.

D.
Tool sealants in a manner that forces sealant against the back of the
joint, ensures firm, full contact at joint interfaces, and leaves a finish
that is smooth, uniform and free of ridges, wrinkles, sags, air pockets,
and embedded impurities.

E.
Gravity Feed Crack Repair: Surface seal the bottom side of the
structure with a non-sag sealant. Route a square-cut and prepare the
crack as per Section 3.3 above. Crack surfaces shall be dry. Apply
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bond breaker tape or backer rod in the crack. Pour polyurethane
sealant into the square-cut notch until the crack is completely full.
Polyurethane sealant installation shall follow the manufacturer's written
instructions.

3.6
Cleaning

A.
Remove sealant from adjacent surfaces in accordance with the sealant
and substrate manufacturer's recommendations as work progresses.

B.
Protect joint sealants from contact with contaminating substances and
from possible damage. Cut out, remove, and replace contaminated or
damaged sealants so that they are without contamination or damage at
time of substantial completion.

END OF SECTION 07 92 00

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08 11 73 - 1

SECTION 08 11 73 SLIDING GLASS DOORS

1.1
RELATED DOCUMENTS

A.
Drawings and general provisions of the Contract, including General
and Supplementary Conditions, apply to this Section.

1.2
SUMMARY

A.
This Section includes sliding vinyl-framed glass doors for exterior
locations.

1.3 DEFINITIONS

A.
R: Residential.

B.
Performance grade number, included as part of the AAMA code
designating sliding vinyl-framed glass door products, is the actual
design pressure in pounds force per square foot used to determine the
structural test pressure and water test pressure.

C.
Structural test pressure, for uniform load structural test. is equivalent to
150 percent of the design pressure.

1.4 PERFORMANCE REQUIREMENTS

A.
General: Provide sliding vinyl-framed glass doors capable of
complying with performance
requirements indicated based on
testing manufacturer's doors representative of those specified and of
the test size indicated below:
1.
Minimum size required by gateway performance requirements
for determining compliance with AAMAINWWDA 101/I.S.2
for both gateway performance requirements and optional
performance grades.


2.
Size indicated.

B.
MMA Performance Requirements: Provide sliding vinyl-framed glass
doors of the performance class and grade indicated that comply with
MMA/NWWDA 101/1.8.2.
1. Performance Class: R.

2.
Exception
to
M M A /NWWDAIn a d d i t i o n t o requirements
performance class and performance grade, design glass
framing system to limit lateral deflections of the edges of the
glass to less than 1/175 of glass-edge length at design
pressure based on the following:
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a.
Testing
performed
according
to MMA/NWWDA
101/I.S.2, Uniform Load Deflection Test.
b.
Structural computations.

C.
Structural Performance: Provide sliding vinyl-framed glass
doors capable of withstanding the following, including wind loads
based on passing MMA/NWWDA 101/1.8.2, Uniform Load Structural
Test, at the basic wind speed indicated:
1.
Deflection: Based on passing M M A /NWWDA 101/I.S.2,
Uniform L o a d Deflection Test.
2.
Deflection: Design glass framing system to limit lateral
deflections of the edges of the glass to less than 1/175 of glass-
edge
length at design pressure based on structural
computations.
3.
Basic Wind Speed: As indicated in miles per hour at 53
feet above grade. Determine wind loads and resulting design
pressures applicable to Project according to the following,
based on mean sliding door heights above grade as indicated on
Drawings:
a.
ASCE 7, "Minimum Design Loads for Buildings and
Other Structures": Section 6.4.2, "Analytic Procedure."
4.
Design Pressure: Comply with the following:
Exposure: D
Building Risk Category: III
Allowable pressures: See Components and Cladding Table on
Construction Documents.

D.
Air Infiltration: Not more than 0.3 cfm/sq. ft. of area at an inward test
pressure of 1.57 lbf/sq. ft. when tested according to MMA/NWWDA
101/1.8.2, Air Infiltration Test.

E.
Water Resistance: No water leakage as defined in MMA/NWWDA
referenced test methods at a water test pressure equaling 15 percent
of positive design pressure, but not less than 2.86 lbf/sq. ft or more
than 12
lbf/sq. ft. when tested according to MMA/NWWDA
101/I.S.2, Water Resistance Test.

F.
Forced-Entry Resistance: Comply with Performance Level10
requirements when tested according to ASTM F 842.

G.
Condensation Resistance: Where sliding vinyl-framed glass doors
are indicated to be "thermally improved," provide doors tested for
thermal performance according to AAMA 1503.1, showing a
condensation-resistance factor of 45.

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H.
Operating Force: Adjust each moving panel before performing tests
so maximum force to open panel is 30 lbf (135 N) and maximum force
required to maintain motion is 20 lbf (90 N).

I.
Deglazing: No disengagement of glazing surround members of
operable panels when tested according to ASTM E 987 at 70 lbf on
vertical rails and 50 lbf on other rails.

1.5
SUBMITTALS

A.
Product Data : For each t y p e of s l i d i n g v iny l -framed g l a s s
d o o r indicated, including the following:
1.
Construction details and fabrication methods.
2.
Profiles and dimensions of individual components.
3.
Data on hardware, accessories, and finishes.
4.
Recommendations
for maintaining and cleaning exposed
surfaces.

B.
Shop Drawings:
For each type of sliding vinyl-framed glass
door indicated.
Include information not fully detailed in manufacturer's standard
Product Data and the following:
1.
Fabrication, layout, and installation details, including anchors.
2.
Typical door elevations.
3.
Full-size details of typical composite members, including
reinforcement.
4.
Hardware.
5.
Glazing details.
6.
Accessories.

C.
Samples for Initial Selection: For typical frame members, one 12-
inch- long section in the specified finish. If finish involves color and
texture variations, include sample sets consisting of two or more units
showing the full range of variations expected.

D.
Samples for Verification: Engineer reserves the right to require
additional Samples that show fabrication techniques, workmanship,
and design of sliding glass door, hardware, and accessories.

E.
Product Test Reports: From a qualified testing agency
indicating that each type, grade, and size of sliding glass door
complies with requirements. Test results based on use of
downsized test doors will not be accepted.



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1.6
QUALITY ASSURANCE

A.
Installer Qualifications: An experienced installer who has completed
sliding vinyl-framed glass door installations similar in material, design,
and extent to those indicated for this Project and whose work has
resulted in construction with a record of successful
in-service
performance.

B.
Professional Engineer Qualifications: A professional engineer who is
legally qualified to practice in jurisdiction where Project is located and
who is experienced in providing engineering services of the kind
indicated. Engineering services are defined as those performed for
determining wind
loads for sliding vinyl-framed glass door
installations that are similar to those indicated for this Project in
material, design, and extent.

C.
Source Limitations: Obtain sliding vinyl-framed glass doors through
one source from a single manufacturer.

D.
Product Options: Drawings
indicate size, profiles, dimensional
requirements, and aesthetic effects of sliding vinyl-framed glass doors
and are based on the specific doors indicated. Other manufacturers'
products with equal performance characteristics may be considered
provided deviations in size, profile, and dimensions are minor and do
not alter the aesthetic effect.

E.
Sliding Vinyl-Framed Glass Door Standard: Comply with
provisions of AAMNNWWDA 101/I.S.2 for standards of performance,
materials, components, and fabrication, unless more stringent
requirements are indicated.
1.
Provide AAMA-certified sliding vinyl-framed glass doors with
an attached label.

F.
Safety Glass: materials
complying with
testing



requirements i n 16 CFR 1201 and ANSI Z97.1.
1.
Subject to compliance with requirements, permanently mark
safety glass with certification
label of Safety Glazing
Certification Council or another certification agency acceptable
to authorities having jurisdiction.
G.
Glazing Publications: Comply with written recommendations of glass
manufacturers and GANA's "Glazing Manual," unless more stringent
requirements are indicated.




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1.7
PROJECT CONDITIONS

A.
Field Measurements: Verify sliding vinyl-framed glass door
openings by field measurements before fabrication and indicate
measurements on Shop Drawings. Coordinate fabrication schedule
with construction progress to avoid delaying the Work.
1.
Established Dimensions: Where field measurements cannot
be made without delaying the Work, establish opening
dimensions and proceed with fabricating sliding vinyl-framed
glass doors without field measurements. Coordinate wall
construction to ensure that actual opening dimensions
correspond to established dimensions.

1.8 WARRANTY

A.
General Warranty: Special warranty specified in this Article shall not
deprive Owner of other rights Owner may have under other provisions
of the Contract Documents and shall be in addition to, and run
concurrent with, other warranties made by Contractor under
requirements of the Contract Documents.

B.
Special Warranty: Written warranty, executed by manufacturer
agreeing to repair or replace components of sliding vinyl-framed glass
doors that fail in materials or workmanship within specified warranty
period. Failures include, but are not limited to, the following:
1.
Structural failures, including excessive deflection, water leakage,
air infiltration, or condensation.
2.
Faulty operation of movable panels and hardware.
3.
Deterioration of metals, metal finishes, and other materials
beyond normal weathering.
4.
Warranty Period for Glass: Seven (7) years from date of
Substantial Completion.
5.
Warranty Period for Metal Finishes:
Ten (10) years from
date of Substantial Completion.


2.0 MANUFACTURERS

A.
Available Manufacturers: Subject to compliance with requirements,
manufacturers offering products that may be incorporated into the Work
include, but are not limited to, the following:

B.
Manufacturers: Subject to compliance with requirements, provide
products by one of the following:
1. PGT Industries, Windguard

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2.1 MATERIALS

A.
Fasteners: Provide vinyl, nonmagnetic stainless steel, epoxy
adhesive, or other materials warranted by manufacturer to be non-
corrosive and compatible with sliding vinyl-framed glass door
members, trim, hardware, anchors, and other components.
1.
Reinforcement: Where fasteners screw-anchor into vinyl less
than 0.125 inch thick, reinforce interior with vinyl or
nonmagnetic stainless steel to receive screw threads, or
provide standard, noncorrosive, pressed-in, splined grommet
nuts.
2.
Exposed Fasteners: Unless unavoidable for applying
hardware, do not use exposed fasteners. For application of
hardware, use fasteners that match finish of member or
hardware being fastened, as appropriate.
B.
Anchors, Clips, and Accessories: Provide anchors, clips, and sliding
vinyl-framed glass door accessories of vinyl, nonmagnetic stainless
steel, or zinc-coated steel or iron complying with ASTM B 633 for
SC 3 (severe) service conditions; provide sufficient strength to
withstand design pressure indicated.
C.
Compression-Type Weather Stripping: Provide compressible
weather stripping designed for permanently resilient sealing
under bumper or wiper action, and completely concealed when
sliding vinyl-framed glass door is closed.
1.
Weather-Stripping Material: Manufacturer's standard
system and materials complying with AAMAINWWDA
101/I.S.2.

D.
Sliding-Type Weather Stripping: Provide woven-pile weather
stripping of wool, polypropylene, or nylon pile and resin-
impregnated backing fabric. Comply with AAMA 701/702.
1.
Provide weather stripping with integral, barrier fin or
fins of semirigid, polypropylene sheet or polypropylene-
coated material.

2.2
GLAZING

A.
Glass: Provide impact resistance glass units that comply with
safety glazing requirements and with Section 08810 Impact
Resistance Glass.

B.
Glazing System: Provide manufacturer's standard glazing system
that produces weathertight seal.



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2.3
HARDWARE

A.
General: Provide manufacturer's standard hardware fabricated from
vinyl, stainless steel, or other corrosion-resistant material
compatible with vinyl; designed to smoothly operate, tightly close, and
securely lock sliding vinyl-framed glass doors. Do not use vinyl in
frictional contact with other metals. Where exposed, provide solid
bronze; extruded, cast, or wrought vinyl; solid white metal with special
coating finish; or nonmagnetic stainless steel.
1.
Roller Assemblies: Provide movable panels with stainless steel
rollers and roller assemblies that comply with AAMA 906.3.
2.
Threshold and Sill Caprrrack: Provide extruded-vinyl threshold
and track of thickness, dimensions, and profile indicated;
designed to comply with performance requirements indicated
and to drain to the exterior; with manufacturer's standard
finish.
3.
Door Pulls: Provide manufacturer's standard extruded-vinyl

pull grips.
4.
Locks: Install manufacturer's standard pull and keyless locking
device on each movable panel, lockable from the inside only.
Adjust locking device to allow unobstructed movement of the
panel across adjacent panel in the direction indicated.

2.4
INSECT SCREENS

A.
Insect Screens: Comply with SMA 2006.

1.
Glass-Fiber Mesh: 18-by-14 or 18-by-16 mesh of vinyl-coated
glass-fiber threads; woven and fused to form a fabric mesh resistant to
corrosion, shrinkage, stretch, impact damage, and weather deterioration
in the following color. Comply with ASTM D 3656.
a.
Mesh Color: Charcoal gray.
2.
Wire Fabric: 18-by-16 mesh of 0.011-inch- diameter, coated vinyl
wire; complying with IWS 089, Type Ill.
a.
Wire-Fabric Finish: Charcoal gray.
3.
Insect Screen Frames: Provide manufacturer's standard extruded-
vinyl or formed-tubular-vinyl members, with concealed stainless steel
fasteners, adjustable rollers, and removable PVC spline/anchor
concealing edge of frame.
a.
Finish:
Anodized-vinyl or baked-on organic coating in
manufacturer's standard color.
4.
Insect Screen Lock: Install manufacturer's standard pull and
keyless locking device on each movable panel, lockable from the
inside only. Adjust locking device to allow unobstructed movement of
the panel across adjacent panel in the direction indicated.


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2.5
FABRICATION

A.
General: Fabricate sliding vinyl-framed glass doors in sizes indicated
that comply with AAMAINWWDA 101/I.S.2 for performance class and
performance grade indicated. Include a complete system for assembling
components and anchoring doors.

B.
Fabricate sliding vinyl "framed glass doors that are reglazable without
dismantling panel framing.

C.
Thermally Improved Construction: Fabricate sliding vinyl-framed glass
doors with an integral, concealed, low "conductance thermal barrier;
located between exterior materials and door members exposed on
interior side; in a manner that eliminates direct metal-to "metal contact.
1.
Provide thermal "break construction that has been in use for not
less than three years, and has been tested to demonstrate
resistance to thermal conductance and condensation and to
show adequate strength and security of glass retention.

D.
Weep Holes: Provide weep holes and internal passages to conduct
infiltrating water to exterior.

E.
Weather Stripping: Provide operable panels with a double row of
sliding weather stripping in horizontal rails and single- or double-row
weather stripping in meeting or jamb stiles, as required to meet
specified performance requirements. Provide compression-type
weather stripping at the perimeter of each movable panel where
sliding-type weather stripping is not appropriate.
1.
Provide weather stripping locked into extruded grooves in panels.

F.
Factory-Glazed Fabrication: Glaze sliding vinyl-framed glass doors in
the factory where practical and possible for applications indicated.
Comply with requirements in Division 8 Section "Glazing" and with
AAMAINWWDA 101/I.S.2.

G.
Glazing Stops: Provide snap-on glazing stops coordinated with
Division 8 Section "Glazing" and glazing system indicated. Provide
glazing stops to match panel frames.

H.
Insect Screens: Provide framed insect screen for each operable
sliding door panel. Design doors and hardware to accommodate
screens in a tight-fitting removable arrangement, on either inside or
outside of door, with a minimum of exposed fasteners and latches.



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3.0
EXAMINATION

A.
Examine openings before installation. Verify that opening is
correct and sill plate is level. Proceed w i t h installation o n l y
a f t e r u n s a t i s f a c t o r y conditions h a v e been corrected.
1.
Masonry Surfaces: Visibly dry and free of excess mortar,
sand, and other construction debris.
2.
Wood Frame Walls: Dry, clean, sound and well nailed, free of
voids, and without offsets at joints. Ensure that nail heads
are driven flush with surfaces in the opening and within 3
inches of the opening.
3.
Metal Surfaces: Dry; clean; free of grease, oil, dirt, rust,
corrosion, and welding slag; without sharp edges or offsets at
joints.
4.
Coordinate door installation with wall flashings and other built-
in components.

3.1
INSTALLATION

A.
Comply with manufacturer's written instructions for installing
doors, hardware, accessories, and other components.

B.
Set doors level, plumb, and true to line, without warp or rack of
frames and panels. Provide proper support and anchor securely in
place.

C.
Set sill members in bed of sealant or with gaskets, as indicated, to
provide weather tight construction.

3.2
FIELD QUALITY CONTROL

A.
Testing Agency: Owner will engage a qualified independent
testing and inspecting agency to perform field tests and inspections
and to prepare test reports.
B.
Testing Methodology: The Contractor will comply with ASTM E
1105 field water infiltration testing on installed glazing systems and
surrounding conditions. Testing fees to be paid by the Contractor.
a.
The Owner and testing company will select assemblies to be
pre- pared with the scheduled exterior finishes to complete
mockup water infiltration testing prior to glazing systems
installation.
b.
The Owner and Engineer shall randomly select completed
assemblies for quality control water infiltration testing prior to
the project's completion.
c.
There shall be no uncontrolled water leakage to the interior
surfaces of the glazing system when tested at a static air
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pressure differential equal to 15 percent of the maximum
positive design pressure, but not less than 10.0 psf.

C.
In the event of a test failure, the Contractor will be responsible for the
cost of retesting to achieve a satisfactory test result on mockup
assemblies and additional specimens for random selection during
quality control testing.
a.
Failure is defined as uncontrolled water leakage to interior
surfaces of the glazing system. Water contained and drained
to the exterior is controlled. Failure will also occur when
water enters the interior of the building through the perimeter
surround conditions and/or sealant and is not contained and
drained by sills, gutters, or flashing to the exterior.

D.
Testing Extent: Engineer and a qualified independent testing and
inspecting agency will select sliding doors to be tested. Doors will be
tested immediately after installation.

3.3
ADJUSTING

A.
Adjust operating panels, screens, and hardware to provide a tight fit
at contact points and weather stripping for smooth operation
and weather tight closure. Lubricate hardware and moving parts.

3.4
CLEANING

A.
Clean v i n y l surfaces immediately after installing sliding vinyl-
framed glass doors. Avoid damaging protective coatings and
finishes. Remove excess glazing and sealants, dirt, and other
substances.

B.
Clean glass of factory-glazed doors immediately after installing
sliding vinyl- framed glass doors. Comply with manufacturer's written
recommendations for final cleaning and maintenance. Remove
nonpermanent labels from glass surfaces.

3.5
PROTECTION

A.
Protect sliding vinyl-framed glass doors from damage or deterioration
until time of Substantial Completion. This shall include but not
limited
to plastic, plywood, etc.
to prevent damage and/or
contamination from other work.



END OF SECTION 08 11 73
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09 22 10 - 1


SECTON 09 22 10 - STUCCO REPAIR

1.0
GENERAL






1.1
Scope

This specification covers the furnishing of all labor, equipment, and
materials required to repair, rehabilitate, or reconstruct stucco-finished
surfaces. Repairs shall be adequate to restore the stucco finish to its
original dimensions after proper surface preparation. The contractor shall
repair all stucco surfaces as indicated in the contract documents or as
specified herein.

1.2
Related Sections

07920 Joint Sealant/Joint Fillers

1.3 References

American Society for Testing and Materials (ASTM) latest editions of the
following standards:

ASTM C 109 Test Method for Compressive Strength of Hydraulic
Cement Mortars -- Modified.
ASTM C 348 Test Method for Flexural Strength of Hydraulic
Cement Mortars.
ASTM C 413 Standard Test Method for Absorption of Chemical-
Resistant Mortars, Grouts and Monolithic Surfacings
ASTM C 596 Test Method for Drying Shrinkage of Mortar
Containing Portland Cement.
ASTM C 666 Test Method for Resistance of Concrete to Rapid
Freezing and Thawing.
ASTM C 806 Test Method for Restrained Expansion of Expansive
Cement Mortar.
ASTM C 847 Standard Specification for Metal Lath
ASTM C 878-87 Test Method for Restrained Expansion of
Shrinkage Compensating Concrete.
ASTM C 897 Standard Specification for Aggregate for Job-Mixed
Portland Cement- Based Plasters
ASTM C 1032
Standard Specification for Woven Wire Plaster
Base
ASTM C 1042 Test Method for Bond Strength of Latex Systems
used with Concrete.
ASTM C 1063
Standard Specification
for
Installation of
Lathing and Furring for Portland Cement Plaster
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ASTM C 1202 Test Method for Electrical Indication of Concrete's
Ability to Resistance to Chloride Ion Penetration.
ASTM D 1784 Specification for Rigid Poly (Vinyl Chloride) (PVC)
Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC)
Compounds

1.4
Submittals

A.
The Contractor shall submit manufacturer's product technical data,
specifications, and laboratory test results that validate product
compliance with the requirements for the project.

B.
The Contractor shall submit warranty information confirming that
the materials used will work as a compatible, warranted system.

C.
The Contractor shall issue Certificates of Warranty stating that all
materials have been applied in accordance with the manufacturer's
published instructions. Provide a 5 year warranty against
workmanship (contractor) and material failure (manufacturer).

1.5
Submittals for Substitution of Materials


All submittals for substitutions must be made in writing to the engineer
with supporting technical data sheets and test data showing complete
equivalent performance.

1.6
Pre-Bid Inspection

The repair areas shown on the drawings or specified for repair are based
on a general survey. The contractor shall visit the site prior to bid
submittal to determine the extent of the required repairs. Final bid shall
include total quantities of each repair type along with unit prices for
quantities over or below the engineering estimate.

1.7
Environmental Conditions

Repair materials shall not be applied without protection in temperature
below 45oF (7oC) nor when the temperature is expected to fall below
45oF (7oC) during the curing period unless otherwise specified by the
material manufacturer. Repair material shall not be applied to frozen
surfaces.

All materials used for the repair work must be VOC compliant. The
manufacturer shall supply the appropriate material safety data sheets
upon request.

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1.8
Site Conditions

Job conditions shall be maintained at standards that allow material
placement within temperature and cleanliness requirements. Unusual
conditions as uncovered during the course of work shall be brought to the
engineer's attention for analysis and disposition. These conditions include
but are not limited to poor quality base concrete, severely corroded
reinforcing steel, random cracks and deep oil penetration.

1.9 Material Handling

The material shall be delivered in the original, unopened containers. It
shall be labeled with the manufacturer's name, product name, and lot
number. Store materials at the job site under dry conditions and at
temperatures between 50oF (10oC) and 90oF (32oC).

1.10 Quality Assurance

A.
Contractor

The repair contractor shall have experience and proficiency specific
to all work within this project.

B.
Manufacturer Representative

The manufacturer shall be a company regularly engaged in the
manufacturing and marketing of the products specified in this
section. The manufacturer shall provide job service as required to
assure proper handling and installation of materials. The field
representative shall instruct as needed to assure that handling,
mixing, placing and finishing of materials are in accordance with
specifications.

C.
Engineer

All work and materials are subject to observation by the Engineer
and/or owner's representative. All work is subject to testing as
deemed necessary by the Engineer. The expense of removing and
replacing any repair materials for observation or testing shall be
borne by the Contractor if deemed necessary by the Engineer or
Owner.

2.0
PRODUCTS

Any material substitutions must be approved by the engineer in
accordance with Section 1.5.
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2.1
Portland Cement Stucco

MasterEmaco T 310 IL by Master Builders Solutions
MasterEmaco N 425 by Master Builders Solutions
Verticoat or Verticoat Supreme by Euclid

2.2
Bonding Agent

MasterEmaco A660 by Master Builders Solutions
Flex-Con by Euclid
Sto Bonding Agent by Sto Corp.

2.3
Accessories

A.
Moisture Barrier: vapor permeable asphalt saturated felt in
compliance with local building codes and ASTM D 226.

B.
Lathe

1.
Minimum No. 20 gauge 1 inch (25 mm) self-furred
galvanized steel woven wire fabric in compliance with ASTM
C 1032

2.
Minimum 2.5 lb./yd2 (1.4 kg/m2) self-furred galvanized steel
diamond mesh metal lath in compliance with ASTM C 847

C.
Mechanical Fasteners: Appropriate non-corroding fasteners,
depending on the type of framing or substrate:

1.
Wood Framing: minimum 11 gauge, 7/16 inch (11 mm)
diameter head galvanized roofing nails with minimum inch
(19mm) penetration into studs or minimum #8 Type S wafer
head fully threaded corrosion resistant screws with minimum
inch (19 mm) penetration into studs.

2.
Steel Framing: minimum #8 Type S or S-12 wafer head fully
threaded corrosion resistant screws with minimum 3/8 inch
(9.5 mm) penetration into studs.

3.
Concrete or Masonry: minimum # 8 wafer head fully
threaded corrosion resistant screws for masonry with
minimum 1 inch (25 mm) penetration into substrate.

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D.
Corner bead and miscellaneous joint accessories: All accessories
shall meet the requirements of ASTM C 1063 and its referenced
documents:

1.
PVC plastic in compliance with ASTM D 1784, cell
classification 13244C.

2.
Zinc in compliance with ASTM B 69.

3.
Galvanized metal in compliance with ASTM A 653 with G60
coating.

All accessories shall have perforated or expanded flanges and shall
be designed with grounds for the specified thickness of stucco.

E.
Water: clean and potable

F.
Sand: Clean, well graded, and free of deleterious materials in
compliance with ASTM C 897.

2.4
Estimating

Refer to manufacturer's literature for material yields and coverages.
Actual usage will vary depending on the profile and planeness of the
repair surface and should be verified by the contractor. The contractor
shall install the material at the thicknesses specified herein, on drawings,
or to match the existing conditions and shall be familiar with site conditions
to determine appropriate material quantities.


3.0
EXECUTION

3.1
Pre-Job Conference

At least 7 days prior to the start of repairs, the contractor shall conduct a
meeting to review the detailed requirements for rehabilitation work.
Surface preparation, proposed equipment, procedures, material mixing,
placing and finishing procedures, and site conditions shall be discussed
with the engineer prior to the beginning of the work.

The contractor shall require the attendance of all involved parties including
but not limited to the contractor's superintendent, repair contractor,
material supplier representative, and proposed equipment supplier
representative. Minutes of the meeting shall be recorded, typed and
printed by the contractor and distributed to all parties concerned within 5
days of the meeting.
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3.2
Surface Preparation

A.
Concrete

Concrete surfaces must be slightly scarified, water absorbent,
straight and true to line and plane. All oil, dirt, debris, paint,
unsound substrate, and other bond inhibiting materials must be
removed. Pre-moisten highly absorbent surfaces with water prior to
placement of stucco. The contractor shall follow all surface
preparation requirements set forth in the manufacturer's written
documentation.

B.
Concrete Masonry Units

Remove projecting joint mortar so it is even with the plane of the
wall. Remove surface contaminants such as efflorescence, existing
paint, or any other bond inhibiting material by sandblasting,
waterblasting, wire brushing, chipping or other appropriate means.
Pre-moisten the surface just prior to placement of stucco or apply
one uniform coat of bonding agent by brush or roller.

C.
Sheathing/Lathe

All oil, dirt, debris, paint, unsound substrate, and other bond
inhibiting materials must be removed. The contractor shall remove
all rust from existing metal lathe to remain.

3.3
Joints

Existing joints shall be maintained by forming at joint locations or
sawcutting over joint locations.


3.4
Installation

After the concrete surface has been prepared and cleaned, apply
epoxy/cement bonding agent or a brush coat of the repair mortar. The
contractor shall follow all surface preparation requirements set forth in the
manufacturer's written documentation.

A.
Mixing

All materials should be in the proper temperature range of 60oF
(15oC) to 90oF (32oC). Add the appropriate amount of water and
acrylic bonding agent admixture for the batch size and then add the
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dry product. Refer to the manufacturer's technical data sheet for
specific mixing requirements.

B.
Placing

Product should be placed in lifts as required by the product
manufacturer. Trowel into place and allow to stiffen before the next
lift. Multiple lifts may be placed as long as the previous lift is well
textured. If additional lifts will be placed after the product has
hardened, crosshatch the surface of the previous lift to provide for a
secure bond for the next lift.

C.
Finishing

Finish the repair area to the specified texture. Do not add
additional water to the surface during the finishing operation. If
additional liquid is required, use a finishing aid/evaporation
retardant (submit product technical data for engineer review prior to
use). Unless otherwise specified, repair surfaces shall receive a
finish to match the surrounding existing conditions.

D.
Curing

Proper curing procedures are required to ensure the durability and
quality of the repair. Follow all of the manufacturer's curing
requirements as per the product's written technical data.

E.
Clean-up

Clean tools and equipment with brush and water before the
material hardens.


END OF SECTION 09 22 10


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09 90 00 - 1

SECTON 09 90 00 - PAINTING

1.0
GENERAL

1.1
Scope

This specification covers the furnishing of all labor, equipment, and materials
as required in the attached Paint Coating Specification prepared by The
Sherwin Williams Company.

1.2
Related Sections

07 92 00
Joint Sealant-Joint Fillers
09 22 10
Stucco Repair

1.3
Submittals

A.
The Contractor shall submit manufacturer's product technical data,
specifications, and laboratory test results that validate product
compliance with the requirements for the project.

B.
The Contractor shall submit warranty information confirming that the
materials used will work as a compatible, warranted system.

C.
The Contractor shall issue Certificates of Warranty stating that all
materials have been applied in accordance with the manufacturer's
published
instructions.
Provide a 10-year warranty against
workmanship (contractor) and material failure (manufacturer).

1.4
Submittals for Substitution of Materials


All submittals for substitutions must be made in writing to the engineer with
supporting technical data sheets and test data showing complete equivalent
performance. Complete specifications prepared by the manufacturer shall be
submitted to the engineer.

1.5
Pre-Bid Inspection

The contractor shall visit the site prior to bid submittal to determine the extent
of the required work. Final bid shall include total quantities of each repair
type along with unit prices for quantities over or below the engineering
estimate.
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1.6
Site Conditions

Job conditions shall be maintained at standards that allow material placement
within temperature and cleanliness requirements. Unusual conditions as
uncovered during the course of work shall be brought to the engineer's
attention for analysis and disposition. These conditions include but are not
limited to poor quality base substrate, severely corroded reinforcing steel,
random cracks, and deep oil penetration.

1.7 Material Delivery, Storage, and Handling

A.
Deliver products in original factory packaging bearing identification of
product, manufacturer, batch number, and expiration date as
applicable. Provide Material Safety Data Sheets for each product.

B.
Store products in a location protected from freezing, damage,
construction activity, precipitation and direct sunlight
in strict
accordance with the manufacturer's recommendations.

C.
Handle all products with appropriate precautions and care as stated on
the Material Safety Data Sheet.

1.8
Quality Assurance

A.
Contractor

The repair contractor shall have experience, training, and proficiency
specific to all work within this project.

B.
Manufacturer Representative

The manufacturer shall be a company regularly engaged in the
manufacturing and marketing of the products specified in this section.
The manufacturer shall provide job service as required to assure
proper handling and installation of materials. The field representative
shall instruct as needed to assure that handling, mixing, placing and
finishing of materials are in accordance with specifications.

C.
Engineer

All work and materials are subject to observation by the Engineer
and/or owner's representative. All work is subject to testing as deemed
necessary by the Engineer. The expense of removing and replacing
any concrete repair materials for observation or testing shall be borne
by the Contractor if deemed necessary by the Engineer or Owner.

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2.0
PRODUCTS

Any material substitutions must be approved by the engineer in accordance
with Section 1.4.

Refer to the attached Paint Coating Specification prepared by The Sherwin
Williams Company.


3.0
EXECUTION

Refer to the attached Paint Coating Specification prepared by The Sherwin
Williams Company.


END OF SECTION 09 90 00

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09 90 01 - 1

SECTON 09 90 01 - PAINTING (TOUCH-UP)

1.0
GENERAL

1.1
Scope

This specification covers the furnishing of all labor, equipment, and materials
as required to coat areas affected by the work performed within the project
scope (touch-up painting).

1.2
Related Sections

07 92 00
Joint Sealant-Joint Fillers
09 22 10
Stucco Repair

1.3
Submittals

A.
The Contractor shall submit manufacturer's product technical data,
specifications, and laboratory test results that validate product
compliance with the requirements for the project.

B.
The Contractor shall submit warranty information confirming that the
materials used will work as a compatible, warranted system.

C.
The Contractor shall issue Certificates of Warranty stating that all
materials have been applied in accordance with the manufacturer's
published instructions. Provide a 7-year warranty against
workmanship (contractor) and material failure (manufacturer).

1.4
Submittals for Substitution of Materials


All submittals for substitutions must be made in writing to the engineer with
supporting technical data sheets and test data showing complete equivalent
performance. Complete specifications prepared by the manufacturer shall be
submitted to the engineer.

1.5
Pre-Bid Inspection

The contractor shall visit the site prior to bid submittal to determine the extent
of the required work. Final bid shall include total quantities of each repair
type along with unit prices for quantities over or below the engineering
estimate.




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09 90 01 - 2

1.6
Site Conditions

Job conditions shall be maintained at standards that allow material placement
within temperature and cleanliness requirements. Unusual conditions as
uncovered during the course of work shall be brought to the engineer's
attention for analysis and disposition. These conditions include but are not
limited to poor quality base substrate, severely corroded reinforcing steel,
random cracks, and deep oil penetration.

1.7 Material Delivery, Storage, and Handling

A.
Deliver products in original factory packaging bearing identification of
product, manufacturer, batch number, and expiration date as
applicable. Provide Material Safety Data Sheets for each product.

B.
Store products in a location protected from freezing, damage,
construction activity, precipitation and direct sunlight in strict
accordance with the manufacturer's recommendations.

C.
Handle all products with appropriate precautions and care as stated on
the Material Safety Data Sheet.

1.8
Quality Assurance

A.
Contractor

The repair contractor shall have experience, training, and proficiency
specific to all work within this project.

B.
Manufacturer Representative

The manufacturer shall be a company regularly engaged in the
manufacturing and marketing of the products specified in this section.
The manufacturer shall provide job service as required to assure
proper handling and installation of materials. The field representative
shall instruct as needed to assure that handling, mixing, placing and
finishing of materials are in accordance with specifications.

C.
Engineer

All work and materials are subject to observation by the Engineer
and/or owner's representative. All work is subject to testing as deemed
necessary by the Engineer. The expense of removing and replacing
any concrete repair materials for observation or testing shall be borne
by the Contractor if deemed necessary by the Engineer or Owner.

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2.0
PRODUCTS

A.
Manufacturers

Sherwin Williams

B.
Substitutions must be approved by the engineer in accordance with
Section 1.4.

C.
Touch-up paint shall match the existing paint type and color. Color
shall be suitable to the owner's representative.

D.
Material Compatibility: Provide primers, undercoats, and finish-coat
materials that are compatible with one another and the substrates
indicated under conditions of service and application, as demonstrated
by manufacturer based on testing and field experience.


3.0
EXECUTION

A.
Examine substrates, areas, and conditions, with the applicator present,
under which painting will be performed for compliance with paint
application requirements.

B.
Do not begin to apply paint until unsatisfactory conditions have been
corrected and surfaces receiving paint are thoroughly dry.

C.
Start of painting will be construed as the applicator's acceptance of
surfaces and conditions within a particular area.

D.
Surface preparation shall conform to the manufacturer's written
instructions.

E.
Application, number of coats, and film thickness shall be in
conformance to the manufacturer's written instructions.

F.
Cleanup: At the end of each workday, remove empty cans, rags,
rubbish, and other discarded paint materials from the site. After
completing painting, clean glass and paint-spattered surfaces.
Remove spattered paint by washing and scraping. Be careful not to
scratch or damage adjacent finished surfaces.

G.
Protection: Protect work of other trades, whether being painted or not,
against damage by painting. Correct damage by cleaning, repairing or
replacing, and repainting as acceptable to the owner. Provide "Wet
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Paint" signs to protect newly painted finishes. Remove temporary
protective wrappings provided by others to protect their work after
completing painting operations. At completion of construction activities
of other trades, touch up and restore damaged or defaced painted
surfaces.

H.
Work to natural breaks when entire structure will not be painted. When
painting vertical wall surfaces continue to next elevation change.


END OF SECTION 09 90 01









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09 90 02 - 1



SECTION 09 90 02
INTERIOR, EXTERIOR AND INDUSTRIAL PAINTS AND COATINGS

Copyright 2007 - 2017 ARCAT, Inc. - All rights reserved

1.1 SECTION INCLUDES
A. Exterior paint and coatings systems including surface preparation.
1.2 RELATED SECTIONS
A. Section 09 90 00 -Painting Specifications
1.3 REFERENCES
A. Steel Structures Painting Council (SSPC):
1. SSPC-SP 1 - Solvent Cleaning.
2. SSPC-SP 2 - Hand Tool Cleaning.
3. SSPC-SP 3 - Power Tool Cleaning.
4. SSPC-SP5/NACE No. 1, White Metal Blast Cleaning.
5. SSPC-SP6/NACE No. 3, Commercial Blast Cleaning.
6. SSPC-SP7/NACE No. 4, Brush-Off Blast Cleaning.
7. SSPC-SP10/NACE No. 2, Near-White Blast Cleaning.
8. SSPC-SP11, Power Tool Cleaning to Bare Metal.
9. SSPC-SP12/NACE No. 5, Surface Preparation and Cleaning of Metals
by Waterjetting Prior to Recoating.
10. SSPC-SP 13 / NACE No. 6 Surface Preparation for Concrete.
B. Material Safety Data Sheets / Environmental Data Sheets: Per
manufacturer's MSDS/EDS for specific VOCs (calculated per 40 CFR
59.406). VOCs may vary by base and sheen.
C. South Coast Air Quality Management District (SCAQMD): Rule 1113 -
Architectural Coatings.
D. Green Seal, Inc.:
1. GS-11 Standard for Paints and Coatings (1st Edition, May 20,1993).
2. GC-03 - Environmental Criteria for Anti-Corrosive Paints.
E. United States Green Building Council (USGBC): LEED-09 NC/CI/CS.
1.4 SUBMITTALS
A. Product Data: For each paint system indicated, including.
1. Product characteristics.
SHERWIN-WILLIAMS
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09 90 02 - 2

2. Surface preparation instructions and recommendations.
3. Primer requirements and finish specification.
4. Storage and handling requirements and recommendations.
5. Application methods.
6. Cautions for storage, handling and installation.
B. Selection Samples: Submit a complete set of color chips that represent the
full range of manufacturer's products, colors and sheens available.
C. Verification Samples: For each finish product specified, submit samples that
represent actual product, color, and sheen.
D. Only submit complying products based on project requirements (i.e. LEED).
One must also comply with the regulations regarding VOCs (CARB, OTC,
SCAQMD, LADCO). To ensure compliance with district regulations and other
rules, businesses that perform coating activities should contact the local
district in each area where the coating will be used.
E. USGBC LEED V4 Submittals:
1. MRc2 Environmental Product Declaration Product Language: Products
shall be selected with a preference to products that have product-
specific environmental product declaration documentation.
2. EQc2 Low Emitting Materials: The VOC content of all adhesives,
sealants, paints and coatings in this Section shall not exceed the VOC
limits established in Division 01 Sustainable Design sections.
1.5 QUALITY ASSURANCE
A.
Installer Qualifications: A firm or individual experienced in applying paints
and coatings similar in material, design, and extent to those indicated for this
Project, whose work has resulted in applications with a record of successful
in-service performance.
B. Paint exposed surfaces. If a color of finish, or a surface is not specifically
mentioned, Engineer will select from standard products, colors and sheens
available.
C. Do not paint prefinished items, concealed surfaces, finished metal surfaces,
operating parts, and labels unless indicated.
D. Mock-Up: Provide a mock-up for evaluation of surface preparation
techniques and application workmanship.
1. Finish surfaces for verification of products, colors and sheens.
2. Finish area designated by Engineer
3. Provide samples that designate primer and finish coats.
4. Do not proceed with remaining work until the Engineer approves the
mock-up.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver manufacturer's unopened containers to the work site.
Packaging shall bear the manufacturer's name, label, and the following list of
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information.
1. Product name, and type (description).
2. Application and use instructions.
3. Surface preparation.
4. VOC content.
5. Environmental handling.
6. Batch date.
7. Color number.
B. Storage: Store and dispose of solvent-based materials, and materials used
with solvent-based materials, in accordance with requirements of local
authorities having jurisdiction.
C. Store materials in an area that is within the acceptable temperature range,
per manufacturer's instructions. Protect from freezing.
D. Handling: Maintain a clean, dry storage area, to prevent contamination or
damage to the coatings.
1.7 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation)
within limits recommended by manufacturer for optimum results. Do not
install products under environmental conditions outside manufacturer's
recommended limits.
1.8 EXTRA MATERIALS
A. Furnish extra paint materials from the same production run as the materials
applied and in the quantities described below. Package with protective
covering for storage and identify with labels describing contents. Deliver
extra materials to Owner.
B. Furnish Owner with an additional one percent of each material and color, but
not less than 1 gal (3.8 l) or 1 case, as appropriate.
1.9 MANUFACTURERS
A. Acceptable Manufacturer: Sherwin-Williams, which is located at: 101
Prospect Ave.; Cleveland, OH 44115; Toll Free Tel: 800-524-5979; Tel: 216-
566-2000; Fax: 440-826-1989; Email: request
infospecifications@sherwin.com; Web:www.swspecs.com.
B. Requests for substitutions will be considered in accordance with provisions of
Section 01 60 00 - Product Requirements.
1.10 APPLICATIONS/SCOPE
A. Exterior Paints and Coatings:
1. Concrete: Cementitious siding, flexboard, transite, and shingles (non-
roof).
2. Masonry: Concrete masonry units, cinder or concrete block.
3. Concrete: Concrete floors, patios, porches, steps and platforms, (non-
Driftwood Sands Waterproofing Restoration Project
Division 9 Specifications

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09 90 02 - 4

vehicular).
4. Metal: Aluminum, galvanized steel.
5. Metal: Miscellaneous iron, ornamental iron, ferrous metal.
6. Wood: Floors (non-vehicular), and platforms.
7. Wood: Siding, trim, shutters, sash, and miscellaneous hardboard.
8. Architectural PVC, plastic, fiberglass.
9. Vinyl: Siding, EIFS, synthetic stucco.
1.11 PAINT MATERlALS - GENERAL
A. Paints and Coatings:
1. Unless otherwise indicated, provide factory-mixed coatings. When
required, mix coatings to correct consistency in accordance with
manufacturer's instructions before application. Do not reduce, thin, or
dilute coatings or add materials to coatings unless such procedure is
specifically described in manufacturer's product instructions.
2. For opaque finishes, tint each coat including primer coat and
intermediate coats, one-half shade lighter than succeeding coat, with
final finish coat as base color. Or follow manufactures product
instructions for optimal color conformance.
B. Primers: Where the manufacturer offers options on primers for a particular
substrate, use primer categorized as "best" by the manufacturer.
C. Coating Application Accessories: Provide all primers, sealers, cleaning
agents, cleaning cloths, sanding materials, and clean-up materials required,
per manufacturer's specifications.
D. Color: By owner
E. LEED Requirements: Products in compliance with requirements of IEQ
Credit 4.2 USGBC LEED-09 NC/CI/CS.
1.12 EXAMINATION
A. Do not begin installation until substrates have been properly prepared; notify
Engineer of unsatisfactory conditions before proceeding. If substrate
preparation is the responsibility of another installer, notify Engineer of
unsatisfactory preparation before proceeding.
B. Proceed with work only after conditions have been corrected and approved
by all parties, otherwise application of coatings will be considered as an
acceptance of surface conditions.
C. Previously Painted Surfaces: Verify that existing painted surfaces do not
contain lead based paints, notify Engineer immediately if lead based paints
are encountered.
1.13 SURFACE PREPARATION
A. General: Surfaces shall be dry and in sound condition. Remove oil, dust, dirt,
loose rust, peeling paint or other contamination to ensure good adhesion.
1. Prior to attempting to remove mildew, it is recommended to test any
Driftwood Sands Waterproofing Restoration Project
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2017 TRC Worldwide Engineering
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09 90 02 - 5

cleaner on a small, inconspicuous area prior to use. Bleach and
bleaching type cleaners may damage or discolor existing paint films.
Bleach alternative cleaning solutions are advised.
2. Remove mildew before painting by washing with a solution of 1 part
liquid household bleach and 3 parts of warm water. Apply the solution
and scrub the mildewed area. Allow the solution to remain on the
surface for 10 minutes. Rinse thoroughly with clean water and allow the
surface to dry before painting. Wear protective glasses or goggles,
waterproof gloves, and protective clothing. Quickly wash off any of the
mixture that comes in contact with your skin. Do not add detergents or
ammonia to the bleach/water solution.
3. Remove items including but not limited to thermostats, electrical outlets,
switch covers and similar items prior to painting. After completing
painting operations in each space or area, reinstall items removed
using workers skilled in the trades involved.
4. No exterior painting should be done immediately after a rain, during
foggy weather, when rain is predicted, or when the temperature is
below 50 degrees F (10 degrees C), unless products are designed
specifically for these conditions. On large expanses of metal siding, the
air, surface and material temperatures must be 50 degrees F (10
degrees F) or higher to use low temperature products.
B. Aluminum: Remove all oil, grease, dirt, oxide and other foreign material by
cleaning per SSPC-SP1, Solvent Cleaning.
C. Block (Cinder and Concrete): Remove all loose mortar and foreign material.
Surface must be free of laitance, concrete dust, dirt, form release agents,
moisture curing membranes, loose cement, and hardeners. Concrete and
mortar must be cured at least 30 days at 75 degrees F (24 degrees C). The
pH of the surface should be between 6 and 9, unless the products are
designed to be used in high pH environments. On tilt-up and poured-in-place
concrete, commercial detergents and abrasive blasting may be necessary to
prepare the surface. Fill bug holes, air pockets, and other voids with a
cement patching compound.
D. Concrete, SSPC-SP13 or NACE 6: This standard gives requirements for
surface preparation of concrete by mechanical, chemical, or thermal methods
prior to the application of bonded protective coating or lining systems. The
requirements of this standard are applicable to all types of cementitious
surfaces including cast-in-place concrete floors and walls, precast slabs,
masonry walls, and shotcrete surfaces. An acceptable prepared concrete
surface should be free of contaminants, laitance, loosely adhering concrete,
and dust, and should provide a sound, uniform substrate suitable for the
application of protective coating or lining systems.
E. Plaster: Must be allowed to dry thoroughly for at least 30 days before
painting, unless the products are designed to be used in high pH
environments. Room must be ventilated while drying; in cold, damp weather,
rooms must be heated. Damaged areas must be repaired with an appropriate
patching material. Bare plaster must be cured and hard. Textured, soft,
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09 90 02 - 6

porous, or powdery plaster should be treated with a solution of 1 pint
household vinegar to 1 gallon of water. Repeat until the surface is hard, rinse
with clear water and allow to dry.
F. Stucco: Must be clean and free of any loose stucco. If recommended
procedures for applying stucco are followed, and normal drying conditions
prevail, the surface may be painted in 30 days. The pH of the surface should
be between 6 and 9, unless the products are designed to be used in high pH
environments such as Loxon.
1.14 INSTALLATION
A. Apply all coatings and materials with the manufacturer's specifications in
mind. Mix and thin coatings according to manufacturer's recommendations.
B. Do not apply to wet or damp surfaces. Wait at least 30 days before applying
to new concrete or masonry. Or follow manufacturer's procedures to apply
appropriate coatings prior to 30 days. Test new concrete for moisture
content. Wait until wood is fully dry after rain or morning fog or dew.
C. Apply coatings using methods recommended by manufacturer.
D. Uniformly apply coatings without runs, drips, or sags, without brush marks,
and with consistent sheen.
E. Apply coatings at spreading rate required to achieve the manufacturers
recommended dry film thickness.
F. Regardless of number of coats specified, apply as many coats as necessary
for complete hide, and uniform appearance.
G.
Inspection: The coated surface must be inspected and approved by the
Engineer just prior to the application of each coat.
1.15 PROTECTION
A. Protect finished coatings from damage until completion of project.
B. Touch-up damaged coatings after substantial completion, following
manufacturer's recommendation for touch up or repair of damaged coatings.
Repair any defects that will hinder the performance of the coatings.

END OF SECTION 09 90 02


Driftwood Sands Waterproofing Restoration Project
Supplemental Exhibit















Appendix A

Condition Survey Report


TRC Worldwide Engineering
Restoration and Inspection, LLC
15711 Mapledale Drive, Suite E

Tampa, FL 33624
Phone: (813) 960-3895
www.trcww.com
CA No. 30761



Driftwood Sands Condominiums
Indian Rocks, FL

Condition Survey Report



Prepared for:

Denise R. Fischer
Resource Property Management
Driftwood Sands Condominium
2618 Gulf Boulevard
Indian Rocks, FL 33785

05/12/17




E
EN K.
RESTORATION hi SPECTI
NT
SERVICE
INNOVATION QUALITY
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


1
May 12, 2017

Ms. Denise R. Fischer
Licensed Community Manager
Resource Property Management
7300 Park Street
Seminole, FL 33777

RE: Condition Survey Report Revision One

Driftwood Sands Condominium

2618 Gulf Boulevard

Indian Rocks, Florida 33785



Introduction

Robert Shreffler, E.I. of TRC Worldwide Engineering Restoration & Inspection, LLC (TRC-R&I)
performed an assessment of the Driftwood Sands Condominium, located at 2618 Gulf
Boulevard, Indian Rocks Beach, Florida on the 9th, 10th, and 13th of February, 2017. Scott O'
Connor of TRC R&I was present during the February 9th site visit. Visual observations and
recordings of deficiencies found were conducted, mapping of the deficiencies was done on
plan, and photos (both I.R. and Optical) were taken during the survey. The visual survey by
TRC-R&I was of the structure's current state and did not involve any further destructive activity
to view inaccessible areas.
Documentation Provided

The following documentation was provided to and reviewed by TRC-R&I:

1.
Original Bid Set Construction Drawings, dated March 2, 1981.

Structural Description

The structure is a 6-story, multi-unit residential building that was constructed in 1981. The
first level consists of parking and entry areas with five upper levels consisting of nine (9)
condominium units each with a total of forty-five (45) units.

The structure is constructed primarily of concrete masonry unit (CMU) exterior walls with a
cementitious stucco finish. The exterior stucco surfaces are painted. Each unit has a concrete
slab balcony with a waterproofing membrane finish. Each unit balcony contains sliding glass
doors. The main roof structure is covered with Thermoplastic Polyolefin (TPO) single-ply
reflective roofing membrane.



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


2
Scope of Work
TRC-R&I's scope of work is to provide an assessment of the building's sliding glass doors in
all units to determine the source of active water intrusion in the units at the southwest corner
of the building, and to provide solutions to the water intrusion preventative maintenance
recommendations for the remainder of the units and the building envelope to help deter
potential future water intrusion and deterioration.

This Condition Survey Report is broken down into the following three (3) sections:
Section 1: Units that have active water intrusion issues at the southwest corner
of the building (108, 208, 308, 408, and 508). For the intent of this report
these units will be referred to as the "08 stack".
Section 2: All remaining units
Section 3: Roofing area and other common areas of the building
Observations

Typical Observations
Photographs were taken at all of the observations throughout the building during the
site assessment and are included in Appendix A of this report. The following is a list of
all of the typical observations with corresponding photographic documentation (Figure
1 Figure 41).



Figure 1: Side sliders unable to close completely
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


3

Figure 2: Corroded guardrail fasteners (small balconies)


Figure 3: Corroded hurricane shutters (water intrusion point)



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


4

Figure 4: Balcony slab delamination


Figure 5: Balcony Slab hairline cracking





-5?1,/4 j.7r,,, .1 .; .
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


5

Figure 6: Corroded track fasteners (water intrusion point)


Figure 7: Missing/deteriorated track fastener sealant (water
intrusion point)




Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


6

Figure 8: Missing/deteriorated track to framing sealant (water
intrusion point)


Figure 9: Deteriorated sliding door glazing gasket (water
intrusion point)


Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


7

Figure 10: Stucco cracking and delamination at wall adjacent

to guardrail (water intrusion point)


Figure 11: Stucco cracking and delamination at wall adjacent to

sliding door (water intrusion point)



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


8

Figure 12: Sealant failure at wall to ceiling intersection (water
intrusion point)


Figure 13: Sealant failure at slab to wall intersection (water
intrusion point)



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


9

Figure 14: Sealant failure at sliding door to wall intersection (water
intrusion point)


Figure 15: Sealant failure at wall to wall intersection (water
intrusion point)



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


10

Figure 16: Missing sliding door framing fastener (water
intrusion point)


Figure 17: Balcony Slab edge cracking




Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


11

Figure 18: Slab edge cracking (small balconies)


Figure 19: Slab edge spalling




For
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


12

Figure 20: Column stucco cracking


Figure 21: Missing hurricane shutter fastener sealant (water
intrusion point)




,'
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


13

Figure 22: Door track separation from slab (water intrusion point)


Figure 23: Improper hurricane shutter detail (side sliders)




(water intrusion point)



,
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


14

Figure 24: Ceiling cracking with paint blistering


Figure 25: Slider door framing separation from interior wall
(side slider)


Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


15

Figure 26: Wall transition failed sealant


Figure 27: Stucco wall cracking (water intrusion point)



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


16

Figure 28: Stucco spalling with corroded fasteners


Figure 29: Corroded rooftop equipment support fasteners




Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


17

Figure 30: Rooftop stairwell wall cracking


Figure 31: Rooftop stairwell ceiling spalling





4 rye.
far"-
c
if.'
4
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


18

Figure 32: Rooftop stairwell signs of water intrusion


Figure 33: Rooftop insulation under TPO was observed to be
soft in multiple areas (possible water intrusion
point)



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


19

Figure 34: Moisture damage in the southwest corner of the
master bedroom


Figure 35: Moisture detected along sliding door track
(water intrusion point)



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


20

Figure 36: Moisture detected along the top of the north wall in
the master bedroom


Figure 37: Moisture detected in the bottom northwest corner of
the master bedroom

Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
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21

Figure 38: Corroded corner bead and paint bubbling
(water intrusion point)


Figure 39: Moisture damage in the ceiling adjacent to the
sliding doors (water intrusion point)


Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


22

Figure 40: Corroded corner bead and paint bubbling (water


intrusion point)


Figure 41: Moisture detected along sliding door track (water


intrusion point)



Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
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23
Observations 08 Stack (Section 1)
The following is a list of all of the conditions observed at the 08 stack units.

Unit
#
Date
Inspected
Observations
108
9-Feb
Moisture damage in the southwest corner of the master bedroom


Moisture detected along sliding door track in the master bedroom


Side sliders unable to close completely


Corroded guardrail fasteners (side sliders)


Moisture detected along the bottom of the south wall in the master bedroom


Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant


Deteriorated sliding door glazing gasket


Moisture detected along the top of the north wall in the master bedroom


Moisture detected in the bottom northwest corner of the master bedroom


Corroded corner bead and paint bubbling at the south end of the master sliding door


Moisture damage in the ceiling adjacent to the sliding doors in the master bedroom


Moisture damage to carpet nailer board near the master bedroom slider


Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant


Deteriorated sliding door glazing gasket


Sliding door does no shut all the way (side sliders)


Corroded guardrail fasteners (side sliders)




208
9-Feb
Moisture damage in the southwest corner of the master bedroom


Moisture damage to carpet nailer board near the master bedroom slider


Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant


Deteriorated sliding door glazing gasket


Stucco cracking and delamination at wall adjacent to guardrail




308
9-Feb
Moisture damage in the southwest corner of the master closet


Moisture damage in the southwest corner of the master bedroom


Corroded corner bead and paint bubbling at the west end of the guest sliding door


Corroded corner bead and paint bubbling at the east end of the guest sliding door


Side sliders unable to close completely


Corroded guardrail fasteners (side sliders)


Door track separation from slab
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


24


Moisture detected along sliding door track in the master bedroom




408
9-Feb
Missing/deteriorated track to framing sealant


Side sliders unable to close completely


Corroded guardrail fasteners (side sliders)




508
9-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant


Deteriorated sliding door glazing gasket


Side sliders unable to close completely


Corroded guardrail fasteners (side sliders)


Moisture detected in the bottom southeast corner of the guest bedroom


Moisture detected in the bottom southwest corner of the guest bedroom

































Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
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25
Observations - Maintenance Units (Section 2)
The following is a list of all of the conditions observed at all of the units that do not end
in 08.

Unit
#
Date
Inspected
Observations
101
13-Feb

Side sliders unable to close completely



Corroded guardrail fasteners (side sliders)



Corroded hurricane shutters



Corroded track fasteners


Missing/deteriorated track to framing sealant



Patio slab delamination


Missing/deteriorated track fastener sealant



Stucco cracking and delamination at wall adjacent to guardrail attachments



Deteriorated sliding door glazing gasket




102
13-Feb
Corroded track/framing fasteners



Stucco cracking and delamination at wall adjacent to guardrail post



Sealant failure at wall to ceiling intersection



Deteriorated sliding door glazing gasket



Sealant failure at slab to wall intersection


Missing/deteriorated track to framing sealant




103
13-Feb
Corroded track/framing fasteners



Deteriorated sliding door glazing gasket


Missing/deteriorated track to framing sealant



Sealant failure at slab to wall intersection




104
13-Feb
Corroded hurricane shutters



Patio slab delamination



Deteriorated sliding door glazing gasket


Missing/deteriorated track to framing sealant




105
13-Feb
Corroded track/framing fasteners


Missing/deteriorated track to framing sealant



Patio slab delamination



Ceiling cracking with paint blistering



Deteriorated sliding door glazing gasket



Sealant failure at sliding door to wall intersection


Missing sliding door framing fastener




Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


26
106
13-Feb
Corroded track/framing fasteners



Patio slab delamination



Door track separation from slab



Sealant failure at sliding door to wall intersection



Sealant failure at wall to wall intersection



Slab edge cracking



Sealant failure at wall to wall intersection


Missing/deteriorated track to framing sealant




107
13-Feb
Missing sliding door framing fastener


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket




109
13-Feb
Corroded track/framing fasteners


Missing/deteriorated track to framing sealant


Missing/deteriorated track fastener sealant



Stucco cracking and delamination at wall adjacent to guardrail



Sealant failure at slab to wall intersection



Sealant failure at wall to ceiling intersection



Corroded guardrail fasteners (side sliders)



Side sliders unable to close completely




201
13-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Stucco cracking and delamination at wall adjacent to guardrail



Sealant failure at slab to wall intersection



Patio slab delamination



Sealant failure at wall to ceiling intersection



Corroded guardrail fasteners (side sliders)



Side sliders unable to close completely



Deteriorated sliding door glazing gasket




202
13-Feb
Corroded track fasteners



Door track separation from slab


Missing/deteriorated track to framing sealant


Missing/deteriorated track fastener sealant



Deteriorated sliding door glazing gasket



Stucco cracking and delamination at wall adjacent to guardrail




203
13-Feb
Missing/deteriorated track to framing sealant
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
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Door track separation from slab



Sealant failure at wall to ceiling intersection




204
13-Feb
Corroded hurricane shutters


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Patio slab delamination



Patio slab hairline cracking



Stucco cracking and delamination at wall adjacent to guardrail


Missing hurricane shutter fastener sealant




205
13-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Door track separation from slab



Sealant failure at sliding door to wall intersection



Sealant failure at wall to wall intersection



Patio slab hairline cracking




206
13-Feb
Corroded track fasteners


Missing/deteriorated track to framing sealant



Stucco cracking and delamination at wall adjacent to sliding door



Patio slab delamination



Slab edge cracking



Deteriorated sliding door glazing gasket




207
13-Feb
Corroded track fasteners



Column stucco cracking


Missing/deteriorated track to framing sealant



Corroded hurricane shutters



Deteriorated sliding door glazing gasket




209
13-Feb
Corroded track fasteners


Missing/deteriorated track to framing sealant



Corroded hurricane shutters



Patio slab delamination



Sealant failure at slab to wall intersection



Patio slab hairline cracking



Sealant failure at sliding door to wall intersection



Door track separation from slab



Deteriorated sliding door glazing gasket
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


28



Stucco cracking and delamination at wall adjacent to guardrail



Corroded guardrail fasteners



Side sliders unable to close completely




301
10-Feb
Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Corroded track fasteners



Corroded hurricane shutters



Stucco cracking and delamination at wall adjacent to guardrail



Slab edge cracking



Side sliders unable to close completely



Corroded guardrail fasteners (side sliders)



Improper hurricane shutter detail (side sliders)




302
10-Feb

Patio slab delamination




303
10-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant




304
10-Feb
Missing/deteriorated track fastener sealant



Sliding door does no shut all the way



Corroded track fasteners



Column stucco cracking



Sealant failure at wall to ceiling intersection



Deteriorated sliding door glazing gasket




305
10-Feb
Corroded track fastens


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Sealant failure at sliding door to wall intersection



Patio slab delamination



Door track separation from slab



Stucco cracking and delamination at wall adjacent to sliding door



Sealant failure at wall to wall intersection



Sealant failure at wall to ceiling intersection



Deteriorated sliding door glazing gasket




306
10-Feb
Corroded track fastens


Missing/deteriorated track fastener sealant
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


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Missing/deteriorated track to framing sealant



Sealant failure at wall to wall intersection



Sealant failure at wall to ceiling intersection



Slab edge cracking




307
10-Feb
Corroded track fastens


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Column stucco cracking




309
10-Feb
Door track separation from slab



Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket


Missing hurricane shutter fastener sealant



Corroded hurricane shutters



Stucco cracking and delamination at wall adjacent to guardrail



Side sliders unable to close completely



Corroded guardrail fasteners (side sliders)



Slab edge cracking (side slider)



Stucco cracking and delamination at wall adjacent to guardrail (side sliders)




401
10-Feb

Side sliders unable to close completely



Corroded guardrail fasteners (side sliders)



Slider door framing separation from interior wall (side slider)



Slab edge cracking (side slider)



Column stucco cracking



Door track separation from slab (side sliders)



Sliding door does no shut all the way



Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Stucco cracking and delamination at wall adjacent to guardrail




402
10-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


30



Door track separation from slab



Sliding door does no shut all the way




403
10-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket




404
10-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Column stucco cracking



Slab edge cracking



Stucco cracking and delamination at wall adjacent to sliding door




405
10-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Column stucco cracking



Slab edge cracking




406
10-Feb

Slab edge cracking




407
10-Feb
Corroded hurricane shutters



Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Column stucco cracking




409
10-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Corroded guardrail fasteners (side sliders)



Side sliders unable to close completely




501
10-Feb

Side sliders unable to close completely



Corroded guardrail fasteners (side sliders)



Column stucco cracking
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


31



Slider door framing separation from interior wall (side slider)



Slab edge cracking (side slider)



Door track separation from slab



Stucco cracking and delamination at wall adjacent to guardrail




502
10-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Patio slab delamination


Missing hurricane shutter fastener sealant



Corroded hurricane shutter fasteners



Slab edge cracking




503
10-Feb
Column stucco cracking



Slab edge cracking



Slab edge spalling




504
10-Feb

Patio slab delamination



Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Door track separation from slab



Sealant failure at sliding door to wall intersection




505
10-Feb
Corroded track fasteners


Missing/deteriorated track fastener sealant


Missing/deteriorated track to framing sealant



Deteriorated sliding door glazing gasket



Slab edge cracking



Sealant failure at sliding door to ceiling intersection




506
10-Feb
Corroded track fasteners



Patio slab delamination



Stucco cracking and delamination at wall adjacent to sliding door




507
10-Feb
Column stucco cracking




509
10-Feb

Patio slab delamination



Corroded guardrail fasteners (side sliders)




Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


32
Observations Additional Building Maintenance (Section 3)
The following is a list of all of the conditions observed at the roof, hallways, and other
areas on the exterior of the building.

Area
Date
Inspected
Observations
Roof
9-Feb
Corroded rooftop equipment fasteners


Rooftop stairwell wall cracking


Rooftop stairwell ceiling spalling


Rooftop stairwell signs of water intrusion


Rooftop insulation under TPO was observed to be soft in multiple areas




Hallway
9-Feb
Stucco wall cracking observed in 3rd and 5th floor hallway


Hallway stucco spalling with corroded fasteners at column




Other
9-Feb
Wall transition above men's bathroom has failed sealant





Conclusions

Damage observed in the photographs and reported at units (108, 208, and 308) are indicative
of exposure to water originating from units above. The water is most likely entering these units
during severe wind driven rain storms coming from the southwest direction around the sliding
glass doors located at the balconies on the west and south elevations. Given the source of the
water intrusion(s) and duration of water flow, the location of the observed damage is consistent
with the locations that water is likely to have accumulated/traveled due to the slope of the floor
slabs. Unit 408 does not have signs of moisture damage in the ceiling and this is more than
likely due to the inability for water to accumulate enough in only the one level above. Unit 508
has the roofing system above and does not currently have moisture damage in the ceiling. The
water that is entering the balcony sliding glass doors during storm events is due to multiple
conditions (noted in typical observations above). Some of these conditions are time, weather,
poor framing, improper sealing, improper details, etc. These conditions need to be rectified to
stop further damage to the interior of the units.

The remainder of the units at the property were observed to have similar conditions. Minimal
reporting of previous water intrusion was reported around the balcony sliding doors during
storm events. Several of the balconies were observed to have signs of deterioration (cracking,
sealant failure, delamination, spalling, etc.). Even though the damage is minimal at these units,
the conditions observed need to be rectified to prevent future damage.

The TPO roofing system was observed to be in fair condition. The insulation under the roofing
system has become soft in certain places, indicating that it has become compromised due to
moisture intrusion at those locations such as, but not limited to: under HVAC racking and
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


33
around pipe penetrations and vents. The staircase roof access is showing signs of
deterioration (concrete cracking/spalling), and its roofing system was observed to show signs
of deterioration through moisture intrusion. The exterior of the building is in overall good
condition. There is minimal isolated stucco cracking/spalling and some failed wall transition
sealant.

Recommendations

Based on the conditions observed, TRC-R&I recommends that a scope of repairs to this
property be separated into the three (3) sections detailed in the scope of work above. These
sections are in order of the level of repair importance to the overall building restoration. The
following is an outline of these recommendations:


Section 1: (08 Stack)
1. Remove all sliding glass doors, tracks, and accessories.
2. Remove all hurricane shutters and accessories
3. Remove and replace all corroded guardrail attachment fasteners
4. Remove existing balcony slab waterproofing membrane
5. Construct a concrete curb where existing sliding door track was located to


elevate the door system above the patio slab.
6. Re-construct timber framing to accommodate the new sliding glass door
openings.
7. Replace the sliding glass doors with "large impact" rated sliding glass door
systems following proper flashing and sealant specifications.
8. Replace the stucco the was removed during demolition and replacement.
9. Install new balcony slab waterproofing membrane.


Section 2: (All remaining units with original sliding glass doors)
1. Remove all sliding glass doors, tracks, and accessories.
2. Remove all hurricane shutters and accessories (if necessary).
3. Remove and replace all corroded guardrail attachment fasteners
4. Remove existing balcony slab waterproofing membrane
5. Repair balcony slab cracks and spalls (if necessary)
6. Replace the sliding glass doors with "large impact" rated sliding glass door
systems following proper flashing and sealant specifications.
7. Replace the stucco the was removed during demolition and replacement.
8. Repair stucco cracking (if necessary)
9. Remove and replace all deteriorated sealants (if necessary)
10. Remove and replace all deteriorated balcony slab waterproofing membrane


Section 2: (All remaining units with new sliders)
1. Remove and replace all corroded guardrail attachment fasteners
2. Repair balcony slab cracks and spalls (if necessary)
3. Repair stucco cracking (if necessary)
4. Remove and replace all deteriorated sealants (if necessary)
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


34
5. Remove and replace all deteriorated balcony slab waterproofing membrane
6. Clear out clogged weep holes in the door track from dirt and debris.
7. Remove old, dry caulk, then apply new caulk to close gaps between the door
and the track and the frame.
8. Remove and replace deteriorated track and frame fastener sealant
9. Replace corroded track and frame fasteners


Section 3: (Roof Area and other common areas of the building)
1. Perform maintenance of TPO roofing system per manufacturer's specifications.
2. Remove and replace TPO system and accessories over staircase rooftop access
area.
3. Replace corroded metal fasteners
4. Repair stucco spalling at staircase ceiling
5. Repair staircase wall cracking
6. Repair stucco spalling area in hallway
7. Repair stucco cracking in the hallway areas

Estimate of Probable Repair Costs

At this phase of the project, an estimate of probable repairs costs cannot be developed due
to significant differential in prices and quality of manufactured sliding glass door and window
systems. In addition, the selection of specific replacement units has an impact on the amount
of work required to prepare the rough openings and provide properly flashed installation.
TRC is available to assist the HOA with the selection process and after which an estimate of
probable costs can be more accurately compiled.

General Limitations

TRC-R&I's scope of work was limited to inspection and investigative services necessary to
provide opinions described herein regarding the condition of the waterproofing and related
components.

TRC-R&I's visit to the site and observations were limited to gathering information that would
augment this Phase I report. TRC-R&I's visit to the site involved a visual inspection of the
current conditions to visually observe, without aid of magnification instruments, areas readily
accessible and visible at the time of our visit. TRC-R&I's scope of work did include field
measurements, photographic documentation, and infrared imaging to assist in locating
potential wet areas.

This report is intended to communicate and summarize our findings in order to provide the
Owner with additional information to make their decision as to the proceeding with the
restoration work. This report is not a final engineering document and should be considered
as preliminary due to additional structural analysis and design which may be required to
provide construction drawings and specifications necessary for repairs. This report was
prepared for the sole benefit of the Driftwood Condominium Association. Unauthorized use
Condition Survey Report
Driftwood Sands Condominium
Indian Rocks, Florida
TRC-R&I Project No. 17TMP603


2017 TRC Worldwide Engineering
Restoration & Inspection, LLC


35
or distribution of this report without TRC-R&I's permission shall result in no liability or legal
exposure to TRC Restoration and Inspection, LLC.

This report was based upon a scope of work that was limited by time and cost and not
intended to be exhaustive or cover all possible issues. Should additional site visits or
additional relevant documents or information become available, TRC-R&I's reserves the right
to amend and supplement this report and modify any conclusions or opinions based upon
the review and interpretation of the new information or documents.

Thank you for offering us the opportunity to provide our services for this project. Please contact
our office if you have any questions regarding this report.



Very truly yours,

TRC Worldwide Engineering
Restoration and Inspection, LLC




__________________________



Robert Shreffler, E.I.




Restoration Project Manager










STRUCTURAL NOTES
STRUCTURAL NOTES:
A. ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE,
COPYRIGHTED PROPERTY OF TRC WORLDWIDE ENGINEERING INC. ELECTRONIC
VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THE
EXPRESS, WRITTEN PERMISSION OF TRC WORLDWIDE ENGINEERING INC.
1010 GENERAL:
A. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING,
AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS,
DIMENSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
B. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK.
C. WHERE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE
STRINGENT RESTRICTIONS AND REQUIREMENTS SHALL GOVERN.
D. PLAN NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER
GENERAL STRUCTURAL NOTES. TYPICAL DETAILS AND SECTIONS NOT CUT ON
PLANS SHALL APPLY UNLESS NOTED OTHERWISE.
E. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER
THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF
THE BUILDING AND IT'S COMPONENTS DURING ERECTION. THIS INCLUDES THE
ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR
TIE DOWNS. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT
CONSTRUCTION COMPLIES WITH OSHA REGULATION INCLUDING DESIGN OF
CONNECTIONS OF MEMBERS THAT WILL NOT BE FULLY COMPLETED AT THE TIME
OF INSTALLATION.
1011 CONTRACTOR PROPOSED CHANGES AND SUBSTITUTIONS:
A. PROPOSED CHANGES OR SUBSTITUTIONS TO STRUCTURAL DETAILS OR
PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) FOR REVIEW
AND APPROVAL. SUBMITTALS SHALL CONTAIN FULL DOCUMENTATION OF
CHANGES OR SUBSTITUTIONS WITH SUPPORTING, SEALED CALCULATIONS
(WHERE APPLICABLE). THE REVIEW OF CHANGES AND SUBSTITUTIONS, RE-
ANALYSIS AND/OR RE-DRAFTING TO INCORPORATE CHANGES OR SUBSTITUTIONS
INTO CONTRACT DOCUMENTS ARE ADDITIONAL SERVICES FOR EOR. EOR IS NOT
RESPONSIBLE FOR DETERMINING THE COST EFFECTIVENESS OF PROPOSED
CHANGES.
1012 CONTRACTOR REQUIRED REMEDIAL WORK:
A. DESIGN OF REMEDIAL WORK RELATED TO CONSTRUCTION ERRORS,
INSTALLATIONS NOT IN CONFORMANCE WITH CONTRACT DOCUMENTS, OR IN ANY
WAY BROUGHT ABOUT BY ACTIVITIES OF THE CONTRACTOR, IS NOT WITHIN THE
SCOPE OF CA SERVICES PROVIDED BY ENGINEER OF RECORD. THE
CONTRACTOR SHALL CARRY IN HIS BASE BID THE COSTS FOR ENGINEERING
WORK ASSOCIATED WITH THE ABOVE.
1015 EXISTING STRUCTURE:
A.
INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS
WAS TAKEN FROM THE DRAWINGS THAT WERE:
PREPARED FOR: Driftwood Sands Condominiums
PREPARED BY: Williams & Walker Architects

DATED: 03/02/81
B. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL
CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED
ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS,
ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO
THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES OR CONFLICTS.
C. ENGINEERING ANALYSIS HAS NOT BEEN PERFORMED BY TRC INC. TO
DETERMINE THAT THE EXISTING STRUCTURE IS IN COMPLIANCE WITH CURRENT
CODE REQUIREMENTS OR CODE REQUIREMENTS PREVALENT AT THE TIME OF
ORIGINAL CONSTRUCTION.
1018 STRUCTURAL DEMOLITION:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING METHODS OF
DEMOLITION SO THAT THE REMAINING STRUCTURE WILL NOT BE IMPAIRED OR
DAMAGED.
B. SAWCUTTING AND CORING SHALL BE UTILIZED TO THE FULLEST EXTENT
POSSIBLE. ISOLATE CONSTRUCTION TO BE REMOVED FROM THE STRUCTURE TO
REMAIN.
C. ONLY OVERCUT OPENINGS WHERE INDICATED. USE APPROPRIATE SIZE
CORES AT CORNERS SO THAT OVERCUTTING AT CORNERS WILL NOT BE
NECESSARY. USE CHIPPING TOOLS WHERE CORNERS ARE REQUIRED TO BE
SQUARE.
D. METHODS OF TRANSPORTING DEBRIS THROUGH THE BUILDING SHALL NOT
OVERLOAD THE EXISTING OR NEW STRUCTURE.
E. CONTRACTOR SHALL PROVIDE SHORING AS REQUIRED TO SUPPORT THE
STRUCTURE WHEN NEW WORK TO STRENGTHEN THE STRUCTURE CANNOT BE
INSTALLED PRIOR TO DEMOLITION. MAINTAIN SHORING UNTIL NEW WORK HAS
ATTAINED DESIGN STRENGTH.
1120 SHOP DRAWING REVIEW:
A. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL COMPONENTS SHOWN
ON THESE STRUCTURAL CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED
TO:
1. ALL FASTENERS, ANCHORS, BOLTS, EPOXY ADHESIVES
B. SHOP DRAWINGS SHALL PROVIDE ACCURATE, DETAILED DIMENSIONAL
INFORMATION AS WELL AS COMPLETE SHOP AND FIELD ERECTION DETAILS NOT
SHOWN ON CONTRACT DOCUMENTS NECESSARY FOR FABRICATION AND
INSTALLATION OF COMPONENT.
C. SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE
CONTRACTOR'S FIELD ENGINEER PRIOR TO SUBMITTAL TO THE
ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE
RETURNED UNCHECKED.
D. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE
DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE
CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS,
ETC.
E. SHOP DRAWING SUBMITTALS SHALL INCLUDE A MAXIMUM OF 4 SETS OF
PRINTS FOR REVIEW. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER
F. SHOP DRAWINGS SHALL NOT CONTAIN DETAILS COPIED OR REPRODUCED
FROM THE CONTRACT DOCUMENTS. REPRODUCTION OF THE CONTRACT
DOCUMENTS WILL RESULT IN A REJECTION OF THE SHOP DRAWINGS
G. ELECTRONIC VERSIONS OF STRUCTURAL CONTRACT DOCUMENTS ARE THE
SOLE, COPYRIGHTED PROPERTY OF TRC WORLDWIDE ENGINEERING INC.
ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED
WITHOUT THE EXPRESS, WRITTEN PERMISSION OF TRC WORLDWIDE
ENGINEERING INC. USERS WILL SIGN A RELEASE AND REIMBURSE TRC
WORLDWIDE ENGINEERING, INC. FOR EXPENSES INCURRED IN PREPARING AND
TRANSMITTING ELECTRONIC DRAWINGS AT THE RATE TO BE DETERMINED UPON
REQUEST.
H. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLY
FLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE
CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ENGINEER REVIEW WILL BE
LIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL.
I.
ELECTRONIC SUBMITTALS OF SHOP DRAWINGS WILL ONLY BE ACCEPTED AND
REVIEWED PENDING ABOVE CONDITIONS ARE MET. TRC WORLDWIDE
ENGINEERING, INC. WILL ELECTRONICALLY RETURN SUBMITTAL AND WILL NOT BE
RESPONSIBLE FOR PRINTING MULTIPLE COPIES FOR DISTRIBUTION.
1121 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS:
A. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE
FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER.
DELEGATED ENGINEER SHALL POSSESS CURRENT PROFESSIONAL LICENSURE IN
THE JURISDICTION OF THE PROJECT.
LIGHT GAGE STEEL EXTERIOR WALL SYSTEMS, ALUMINUM WALL SYSTEMS,
GLAZED CURTAIN WALLS,
B. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND
APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND
PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION.
CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT
UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED.
C. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE
DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. SHOP
DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE AND
SIGNATURE OF THE DELEGATED ENGINEER.
D. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS
LIMITED TO VERIFYING THE FOLLOWING:
1. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED.
2. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY
THE DELEGATED ENGINEER.
3. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT
AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF
CALCULATIONS WILL BE MADE).
4. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS
IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF
DIMENSIONS OR QUANTITIES WILL BE MADE).
E. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED.
1122 RFI REVIEW:
A. ALL CONTRACTOR RFI SHALL STATE CONTRACTOR'S SUGGESTION(S) FOR
RESOLUTION AND COST IMPLICATIONS FOR SUGGESTION(S). EOR IS NOT
RESPONSIBLE FOR DETERMINING COST OR COST EFFECTIVENESS OF RFI
RESPONSES.
1060 DESIGN AND CONSTRUCTION STANDARDS:
A. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN
ACCORDANCE WITH THE FOLLOWING CODES AND REFERENCED STANDARDS:
(FBC 2014)
FLORIDA BUILDING CODE 5th EDITION BY THE INTERNATIONAL
CODE COUNCIL, INC
(ADM 2005)
2005 EDITION OF THE ALUMINUM DESIGN MANUAL
(ACI 318-11)
2011 EDITION OF AMERICAN CONCRETE INSTITUTE BUILDING
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
(ACI 530-11)
2011 EDITION OF THE BUILDING CODE REQUIREMENTS FOR
MASONRY STRUCTURES
(AISC 13 ED)
THIRTEENTH EDITION OF THE STEEL CONSTRUCTION MANUAL BY
THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION
(AISI)
AMERICAN IRON AND STEEL INSTITUTE SPECIFICATION FOR DESIGN OF
COLD-FORMED STEEL STRUCTURAL MEMBERS 1996 EDITION
(ASCE 7-10)
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS
(NDS-12)
2012 EDITION OF NATIONAL DESIGN SPECIFICATIONS FOR WOOD
CONSTRUCTION WITH 2005 SUPPLEMENT BY AMERICAN FOREST & PAPER
ASSOCIATION
(PCI)
PCI DESIGN HANDBOOK PRECAST AND PRESTRESSED CONCRETE 6TH
EDITION
(PTI)
POST-TENSION MANUAL 5TH EDITION, POST TENSION INSTITUTE
(SDI)
STEEL DECK INSTITUTE PUBLICATION #30, DESIGN MANUAL FOR
COMPOSITE DECKS, FORM DECKS, AND ROOF DECKS
(SJI)
STEEL JOIST INSTITUTE 42ND EDITION CATALOG AND SPECIFICATIONS
B. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ABOVE
REFERENCED CODES AND STANDARDS AND THE FOLLOWING:
(ACI 117-06)
SPECIFICATIONS FOR TOLERANCES FOR CONCRETE
CONSTRUCTION MATERIALS
(ACI 301-05)
SPECIFICATIONS FOR TOLERANCES FOR CONCRETE
CONSTRUCTION MATERIALS
(ACI 304R-00) RECOMMENDED PRACTICES FOR MEASURING, MIXING,
TRANSPORTING, AND PLACING CONCRETE.
(ACI 305R-99) HOT WEATHER CONCRETING
(ACI 306R-88) COLD WEATHER CONCRETING
(ACI 309R-05) GUIDE FOR CONSOLIDATION OF CONCRETE
(ACI 315-99)
DETAILS AND DETAILING OF CONCRETE REINFORCING
(ACI SP-15)
FIELD REFERENCE MANUAL: SPECIFICATIONS FOR STRUCTURAL
CONCRETE (ACI 301-05) WITH SELECTED ACI AND ASTM REFERENCES
(AWS D1.1-96) STRUCTURAL WELDING CODE - STEEL
(AWS D1.4-98) STRUCTURAL WELDING CODE - REINFORCING STEEL
(TPI/WTCA BCSI-08)
GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD
TRUSSES
1061 DESIGN LOADS:
A. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN
DESIGNED IN ACCORDANCE WITH THE 2014 BUILDING CODE, 5th EDITION.
B. LIVE LOADS ARE REDUCED FROM THE BASE LIVE LOADS SHOWN AS
ALLOWED BY THE REFERENCED BUILDING CODE. THE FOLLOWING
SUPERIMPOSED DEAD LOADS AND LIVE LOADS HAVE BEEN UTILIZED:
G. WIND DESIGN LOADS: ASCE 7-10
H = 53 FT
Vult = 155 MPH (3 SECOND GUST)
Vasd = 120.1 MPH (3 SECOND GUST)
I = 1.0
EXPOSURE D
Kz = 1.283 Kzt = 1.0
Kd = 0.85
GCpi = +/-0.18
RISK CATEGORY: III
BUILDING IS CONSIDERED TO BE ENCLOSED
EXTERIOR GLAZINGS ARE TO BE IMPACT RESISTANT OR PROTECTED IN
ACCORDANCE WITH FBC.
FOR WALLS, END ZONE IS DEFINED AS THE REGION WITHIN 5.5 FT OF ANY
BUILDING CORNER. FOR THE ROOF, THE END ZONE IS DEFINED AS THE REGION
WITHIN 5.5 FT OF THE EDGE OF ROOF AND CORNER ZONE APPLIES TO THE ROOF
REGION THAT IS IN THE CORNER OF THE BUILDING WHERE TWO END ZONES
OVERLAP. LINEAR INTERPOLATION IS PERMITTED FOR COMPONENTS AND
CLADDING WITH TRIBUTARY AREA BETWEEN THE SQUARE FOOTAGE LISTED
ABOVE.
AR
- ANCHOR ROD
ALT
- ALTERNATE
APPROX
- APPROXIMATELY
ARCH
- ARCHITECT
ARCHL
- ARCHITECTURAL
B/
- BOTTOM OF
BC
- BOTTOM CHORD
BLDG
- BUILDING
BM
- BEAM
BOTT
- BOTTOM
BRG
- BEARING
C/C
- CENTER TO CENTER
CIP
- CAST IN PLACE
CJ
- CONTRACTION JOINT
CL
- CENTERLINE
CLR
- CLEAR
CMU
- CONCRETE MASONRY
UNIT
COL
- COLUMN
CONC
- CONCRETE
CONFIG
- CONFIGURATION
CONT
- CONTINUOUS
CONTR
- CONTRACTOR
CTR
- CENTER
DBL
- DOUBLE
DET
- DETAIL
DIA
- DIAMETER
DIM
- DIMENSION
DN
- DOWN
DR
- DRAIN
DWG
- DRAWING
EA
- EACH
EE
- EACH END
EF
- EACH FACE
EJ
- EXPANSION JOINT
EL
- ELEVATION
ELEV
- ELEVATOR
ENGR
- ENGINEER
EOR
- ENGINEER OF RECORD
EOS
- EDGE OF SLAB
EQ
- EQUAL
EW
- EACH WAY
EXIST
- EXISTING
EXP
- EXPANSION
EXT
- EXTERIOR
FIN
- FINISH
FLR
- FLOOR
FND
- FOUNDATION
FOM
- FACE OF MASONRY
FS
- FAR SIDE
FT
- FOOT
FTG
- FOOTING
GA
- GAGE
GALV
- GALVANIZED
GC
- GENERAL CONTRACTOR
GT
- GIRDER TRUSS
HC
- HOLLOW CORE
HCP
- HOLLOW CORE PLANK
HDG
- HOT DIPPED
GALVANIZED
HG
- HIP GIRDER
HK
- HOOK
HORIZ
- HORIZONTAL
HP
- HIGH POINT
HS
- HIGH STRENGTH
IJ
- ISOLATION JOINT
INFO
- INFORMATION
INS
- INSULATION
INT
- INTERIOR
IRR
- IRREGULAR
JB
- JOIST BEARING
JBE
- JOIST BEARING
ELEVATION
JR
- JAMB REINFORCING
JT
- JOINT
K
- KIP(s), 1000 POUNDS
KLF
- KIPS PER LINEAR FOOT
KJ
- CONSTRUCTION JOINT
L
- ANGLE
LG
- LONG
LLH
- LONG LEG HORIZONTAL
LLV
- LONG LEG VERTICAL
LP
- LOW POINT
LW
- LONG WAY
LWT
- LIGHTWEIGHT
MFR
- MANUFACTURER
MAS
- MASONRY
MO
- MASONRY OPENING
MATL
- MATERIAL
MAX
- MAXIMUM
MECHL
- MECHANICAL
MTL
- METAL
MIN
- MINIMUM
MISC
- MISCELLANEOUS
NS
- NEAR SIDE
NIC
- NOT IN CONTRACT
NTS
- NOT TO SCALE
NW
- NORMAL WEIGHT
OC
- ON CENTER
OH
- OPPOSITE HAND
OPNG
- OPENING
PAF
- POWER ACTUATED FASTENERS
PART
- PARTITION
PARTL
- PARTIAL
PCJ
- PRECAST CONCRETE JOIST
PL
- PLATE
PLF
- POUNDS PER LINEAR FOOT
PSF
- POUNDS PER SQUARE FOOT
PSI
- POUNDS PER SQUARE INCH
PT
- POST TENSIONED
PrT
- PRESSURE TREATED
R
- RADIUS
REG
- REGULAR
REINF
- REINFORCING
REM
- REMAINDER
REQD
- REQUIRED
REV
- REVISED/REVISION
RM
- ROOM
RO
- ROUGH OPENING
RQMTS
- REQUIREMENTS
SCHED
- SCHEDULE
SECT
- SECTION
SIM
- SIMILAR
SL
- SLOPE
SOG
- SLAB-ON-GRADE
SP
- SPIRAL
SQ
- SQUARE
SS
- STAINLESS STEEL
STD
- STANDARD
STL
- STEEL
STRUCTL
- STRUCTURAL
SW#
- SHEARWALL
SW
- SHORT WAY
T/
- TOP OF
TB
- TIE BEAM
TC
- TIE COLUMN
TEMP
- TEMPERATURE
TJ
- TIE JOIST
TR
- TRUSS
TYP
- TYPICAL
UNO
- UNLESS NOTED OTHERWISE
VERT
- VERTICAL
W/
- WITH
W/O
- WITHOUT
WD
- WOOD
WP
- WORK POINT
WWR
- WELDED WIRE REINFORCING
ABBREVIATIONS
ALLOWABLE COMPONENTS &
CLADDING WIND
PRESSURES FOR WALLS
ZONE
INTERIOR
WALL
(ZONE 4)
CORNER
(ZONE 5)
EFFECTIVE WIND
AREA (FT)
WIND PRESSURE
(PSF)
10
20
50
100
10
20
50
100
+43.5, -47.1
+41.5., -45.2
+39.0, -42.6
+37.1, -40.7
+43.5, -58.0
+41.5, -54.1
+37.1, -49.0
+37.1, -45.2
NOTES:
1. WITHIN 5.'-6" OF A BUILDING CORNER.
2. PRESSURES INDICATED ARE NOMINAL COMPONENTS AND
CLADDING GROSS PRESSURES, CONVERTED FROM ULTIMATE
PRESSURES USING A 0.6 MULTIPLIER FACTOR. NO FURTHER
REDUCTION IS ALLOWED.
COMPONENT & CLADDING
WINDOW & DOOR ZONE
DIAGRAM
=
5'-
6"
TY
P
4
5


h
5
5
4
5
SHEET NUMBER
REVISIONS
JOB NUMBER
DRAWN BY
ISSUE DATE
DESIGNED BY
PROJECTCERTIFICATE OF AUTHORIZATION NO. 30761TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES.15711 Mapledale Blvd., Suite ETampa, FL 33624PHONE: (813) 960-3895 TRC Worldwide Engineering, Inc.All rights reservedwww.trcww.com8/1/2017 12:42:00 PMG:\_RESTORATION\PROJECTS\17TMP603 DRIFTWOOD SANDS CONDO, INDIAN ROCKS BEACH\PHASE 2\CAD-REVIT\Revit - Wind Loading Plan_R17.rvtS001
STRUCTURAL NOTES & WIND LOADS17TMP603
08/01/17
Rob Shreffler
Rob Shreffler
Driftwood Sands CondominiumResource Property Management28th Ave. N. Indian Rocks Beach, FL 33785PRELIMINARY DRAWINGS -NOT FOR CONSTRUCTION0007 EWORLDWIDE ENGINEERING
5th FL
PENTHOUSE
5
12'-2"
2nd FL REC
ROOM
6
8'-2"08 STACK
09 STACK
2
07 STACK
06 STACK
05 STACK
04 STACK
03 STACK
02 STACK
01 STACK
1
1
2
2
2
1
1
2
2
1
1
2
1
1
2
3
3
4
9'-2"8'-2"8'-2"9'-2"5'-2"
5'-2"
9'-2"
9'-2"
8'-2"
8'-2"
9'-2"
9'-2"
8'-2"
8'-2"
4'-2"
9'-2"8'-2"8'-2"9'-2"5'-2"
5'-2"
3
3
5'-2"
5'-2"
3
3
GROUP
MIN. EDGE DIST. MIN. EMBED.
SUBSTRATE
DOOR FRAME ACHOR SCHEDULE
Concrete
(min. 2.85 ksi)
ANCHOR
1/4" Elco
Ulltracon
FRAME MEMBER
Ungrouted CMU
(ASTM C-90)
C
P-Hook
Head/Sill/Jamb
Jamb
P-Hook
1"
1-3/16"
1"
1"
1-3/8""
1-3/8""
1-1/4""
1-1/4""
DOOR
NO.
MATERIAL
SERIES
GLAZING
SIZE
SLIDING GLASS DOOR SCHEDULE
PNL/TRK
1
2
3
4
5
6
8'x8'
Vinyl
Bronze
1-1/16"
LIG
9'x8'
5'x8'
4'x8'
12'x6.7'
8'x6.7'
Vinyl
Vinyl
Vinyl
Vinyl
Vinyl
MFR.
PGT
PGT
PGT
PGT
PGT
PGT
5570
5570
5570
5570
5570
5570
COLOR
Bronze
1-1/16"
LIG
Bronze
1-1/16"
LIG
Bronze
1-1/16"
LIG
Bronze
1-1/16"
LIG
Bronze
1-1/16"
LIG
Bronze Ext./
White Int.
Bronze Ext./
White Int.
Bronze Ext./
White Int.
Bronze Ext./
White Int.
Bronze Ext./
White Int.
Bronze Ext./
White Int.
2 Panel/2 Track
3 Panel/2 Track
2 Panel/2 Track
2 Panel/2 Track
3 Panel/2 Track
2 Panel/2 Track
SILL RISER
HEIGHT
4.062"
4.062"
4.062"
4.062"
4.062"
4.062"
8'-8"8'-8"8'-8"9'-4"8'-8"8'-8"SHEET NUMBER
REVISIONS
JOB NUMBER
DRAWN BY
ISSUE DATE
DESIGNED BY
PROJECTCERTIFICATE OF AUTHORIZATION NO. 30761TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES.15711 Mapledale Blvd., Suite ETampa, FL 33624PHONE: (813) 960-3895 TRC Worldwide Engineering, Inc.All rights reservedwww.trcww.com8/1/2017 12:42:00 PMG:\_RESTORATION\PROJECTS\17TMP603 DRIFTWOOD SANDS CONDO, INDIAN ROCKS BEACH\PHASE 2\CAD-REVIT\Revit - Wind Loading Plan_R17.rvtS100
PLAN VIEW AND ELEVATIONS17TMP603
08/01/17
R.S.
R.S.
Driftwood Sands CondominiumResource Property Management28th Ave. N. Indian Rocks Beach, FL 33785 1" = 10'-0"
S100
1
PLAN VIEW - 5TH FL
PENTHOUSE
1" = 10'-0"
S100
2
PLAN VIEW - 2ND FL
REC ROOM
1" = 10'-0"
S100
3 PLAN VIEW- OVERALL
12" = 1'-0"
S100
4 ANCHOR SCHEUDLE
12" = 1'-0"
S100
5 DOOR SCHEDULE
1/8" = 1'-0"
S100
6
BALCONY
ELEVATIONS TYP.
PRELIMINARY DRAWINGS -NOT FOR CONSTRUCTION7 EWORLDWIDE ENGINEERING