HomeMy WebLinkAbout2001 01 18 - 2nd Bid Documentsan OF
SEBASTIAN
HOME OF wPELICAN ISLAND
GENERAL SERVICES ADMINISTRATOR
ADIV90% CF THE CEACE C` THE 07YMANAGER
11151`WNSTREET-SEBASTIAN, FLORIDA 31958
TELEPHONE (561) 388-8241 FAX (561) 581-0149
E -MAI L= pwagner@cityofsebastian.org
BEST AND FINAL OFFER
CITY OF SEBASTIAN BID:
YACHT CLUB RESTROOM
HARDEE PARK RESTROOM
BSSCN PLAYGROUND RESTROOM
Via fax
DATE: January 18, 2001
TO: All Bidders
As you are all aware, the original bids submitted were considerably over budget. In an
effort to bring the project cost within our budget, we asked you to submit recommendations for
project cost savings. The attached page entitled Cost Reduction Alternatives was compiled using
your recommendations.
We now ask that you fill in the dollar savings on the attached form. The City will decide which
alternatives to use and apply the dollar amounts shown as a credit to the original bid which you
submitted. The original spec., item is shown on the form for reference only. A new total project
cost (bid) would then be computed for each bid received with the lowest cost (bid) being
considered for contract award.
Best and Final Offers duly submitted, shall be sealed in an envelope, marked 'Best and Final
Offer". Deadline and public opening is Tuesday, January 23, 2001 @ 2:00 P.M., @ Attention
COST REDUCTION ALTERNATIVES
for
YACHT CLUB, HARDEE PARK AND
BSSCN PLAYGROUND RESTROOMS
City of Sebastian
Item
Alternatives Savings
Floor finish: Original Spec: Epoxy by Dur -a -Bond
Alternative 1: Painted conc. w/broom finish
Alternative 2: Vulkem Deck System
Alternative 3: Ecuopoxy Turfcoat Sealer
Ceiling: Original Spec: 1x6 TIG cypress
Aitemative 1: T/G pine
Alternative 2: 4x8 No Groove RIS pine
Alternative 3: Painted gypsum board
Hand dryers: Original Spec: World Hand Dryer L—J
Alternative 1: no hand dryers rL�J
Exterior walls: Original Spec: Split -face conc. block —�
Alternative 1: Plain conic. block w/stucco
Water closets: Original Spec: wall -mounted w/sloan valves
Alternative 1: Eijer 111-4823 floor mounted w/flush valve
Alternative 2: Any brand commercial elongated floor -mounted
& flush valve (specify)
Alternative 3: Wall hung w/exposed flush valve
Door loch: Original Spec: Automatic lock w/storeroom function
Alternative 1: Classroom function (passage in daytime,
lock at night)
Alternative 2: Quickset/Al kick plates
Plumbing: Original Spec: Copper pipe
Alternative 1: PVC L�
Other: Specify: r--�
Paul Wagner, City of Sebastian City Hall, 1225 Main Street, Sebastian, FI., 32958.
The City reserves the right to reject any and all bids and/or Best and Final Offer, or accept any
bid and/or Best and Final Offer or portion thereof deemed to be in the best interest of the City,
and to waive any non -substantial irregularities.
Best and Final Offer Authorized Signature Firm Name
This sheet must be executed and returned along with 6e Cost Reduction Alternatives Form.
Paul Wagner, Ge al Services Administrator/
Asst. to City Manager
an or
SEBA?I1
HOME OF nUCAH ISLMD
GENERAL SERVICES ADMINISTRATOR
A lll✓I. ON OF THE OFFICE OF It 42F OmMA\MGFR
1225 MAIN STREET -SEBASTIAN FLORIDA 32958
TELEPHONE (561) 388-8241 FAX (561) 581-0149
E -MAI L= pwagner@cityofsebasban.org
ADDENDUM #f I
YACHT CLUB RESTROOM
HARDEE PARK RESTROOM
BSSCN PLAYGROUND RESTROOM
DATE:December 22, 2000
TO: All Bidders
This Addendum is an integral part of the bid package under consideration by you as a
respondent. The City of Sebastian deems all sealed bids to have been proffered in recognition
of the entire bid package - including all issued addenda.
ADDENDUM MESSAGE
The bid opening date has been changed to Wednesday, January 3, 2000, @ 2:00 P.M.,
same location.
2. Enclosed written documents have "underlined" indicate new wording, and any" line drawn
through" is wording deleted from the original documents.
3. Revised drawings are included.
4. Bids submitted to the City must also have this page submitted and signed as
acknowledgment of receipt.
Receipt Acknowledged By, Bidders Signature Firm Name
Paul Wagner, GerSeral Services Administrator/
Asst. to City Manager
C. Reapply treatment to areas disturbed by subsequent excavation or other construction activities following
application.
D. Provide a written guarantee certifying that chemicals having the required concentration and rate of
application have been applied and that soil treatment will prevent the attack of subterranean termite for a
period of at least five (5) years.
02660 -WATER AND SEWER UTTLITIES
A. The water supply to the restroom shall tee from the water supply to the
Existing building.
B. All water and wastewater utility construction shall be in accordance with IRC Water and Wastewater
Utilities Standards.
C. A 4" schedule 40 PVC waste pipe shall extend approx. 4-6' from the west side of the building and shall be
capped off, as indicated on the Site Plan; this pipe will be connected to a lift station by others.
D. Irrigation lines that are damaged or removed shall be restored as required.
Ref. Yacht Club Restroom
Technical Specification
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07100 - WATERPROOFING
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation and
completion of the work.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Coordinate waterproofing with other trades and make provisions for their work so as to avoid cutting and
patching. Protect completed membranes from damage until the building is completed.
D. Contractor shall famish and install 0.006" polyethylene vapor barrier under floor slab reinforcing bars and
welded wire mesh. Protect from damage until floor slab is poured.
07300 - FIBERGLASS SHINGLE ROOFING
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the
fiberglass roofing shingles as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. The Contractor shall provide a five-year written guarantee against any defects in material and workmanship
for roofing, flashing and complete roofing membrane.
D. The Contractor shall match shingles to shingles on existing yacht club building.
E. Shingles shall be installed per SBCCI acceptance for 120 MPH wind zone. All fasteners for tintabs and
shingles shall be hand driven nails. Staples and gun shot nails are not acceptable.
E. Singles shall be installed per SBCCI acceptance for 110 MPH wind zone. All fasteners for tintabs and
shingles shall be hand drive nails. Staples and gun shot nails are not acceptable.
07600 - FLASHING AND SHEETMETAL
A. The Contractor shall famish all materials, labor, and equipment necessary for the installation and
completion of the flashing and sheetmetal work.
B. The work under this Section shall include, but not be limited to, flashing, counterflashing, curbs, cants, and
other devices shown on the Drawings or needed for a proper and complete installation.
C. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
12
Ref. Yacht Club Restroom
Technical specification
F. Furnish two (2) change keys with each lock set All keys shall remain in the possession of the Contractor
under maximum security until Project completion. The Contractor will label the key at the time of
installation. Keys will be turned over to the Owner at Project completion. All doors to be keyed alike.
G. Installation:
1. Install and adjust for proper operation and function. Cover door knobs and other surfaces while all
finish work is in progress. Clean paint from exposed surfaces thoroughly before building is
occupied.
2. All fasteners shall be the type consistent with the job conditions and the quality of the hardware
and shall match in finish.
3. Install stops and holders at approved locations.
a) On concrete and solid masonry with lead shields (rawl plugs not acceptable);
b) On hollow wall, with toggle bolts;
C) To doors with through bolts and grommet nuts or hex nuts as applicable.
H. Install finish hardware after operations causing dampness have been completed. At final completion, leave
hardware clean and free from disfigurement.
I. Hardware Schedule
1. All hardware must have maximum salt tolerance finish. Stainless steel is preferred; alternatives
may be recommended and subject to approval by the City Project Engineer.
2. Door A — Men's Room and Women's Room
Pushplate
1441 WTIate
Ball Bearing Hinges, stainless steel with stainless steel
pin - (Hager) BBI 1914-1/2" x4-1/2" US32D NRP or equal
Schlage Model D80PDEL ATH -626 cluth, or equal, heavy duty keyed door lever w/storeroom
funtion, electromagnetically operated„ ADA compliant.
Pead Belt; keyed one side e1e..t.......,....o_ti__G_.,1_7_..._...e_-_.rt_vd (SGhlags) TDA 64 U932D eF squa1
Kickplate; inside stainless steel (Rockwood) SMS US32D or equal
Door Closers; LCN Closer4040PA SNB AL1 Doors Stops; Ives
Stop 444 PA28 or equal; must be set for 8.5 Ib max. force to open
Door A — Mechanical Room.
9tG;a.e leGks6! (9rhle..e)T OA6A TT932P e; e......1
Hinges, with S.S. pin Hager) 1191 4-1/2"x4-1/2" US32D NRP or equal
15
Ref. Yacht Club Restroom
Technical specification
Schlage Model D80P ATH -626 cluth, or equal, heavy duty keyed door lever.
Pemko Stops; Ives stop 444 PA28 or equal
4. B 1 and 132; as supplied by partition door supplier (Santana)
15 0�
Ref. Yacht Club Restroom
Technical specification
DIVISION 9 - FINISHES
09700 EPDXY FLOORING AND BASE
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the epoxy
floor and integral cove base as shown on the drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without affecting such notification, it shall be construed as an acceptance by him of
all preceding work.
Before starting work, verify existing slopes to floor drains
Function properly and do not leave standing water or "bird baths." If such conditions are found to exist,
notify the Engineer before proceeding with the work.
C. Epoxy/Sand Floor Finish
1. Interior floors shall be finished with "dur-a-quartz" epoxy sand flooring system as manufactured
by Dur -a -flex, Inc., Florida distributor Dur -a -bond, Inc., 142 NW 29th Street, Miami, Fl 33127
(305)523-4921 FAX (305)576-6533.
a AP€I5' fi9ering aaatea431-Bsing the '4;Feadsast Motlio ', MaiviAmm thjGj. gAR ,hAll ho I" RjEjaca
tmwrp 1. 11 1. P039 Rki&
2. Apply flooring material using the "broadcast method", minimum thickness shall be 118'. Surface
texture shall be non-skid.
Provide a continuous and seamless 4" wall base with floor, intersection of wall and floor shall
have a radius.
D. Submittals: Provide manufacturer's literature and method of application for review. Provide color chart for
color selection.
09900 - PAIN'ITNG
A. The Contractor shall famish all materials, labor, and equipment necessary for the complete painting of all
non-prefmished work on the interior and exterior of the building as shown on the Drawings and as
hereinafter specified.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Painted surfaces shall receive at least two (2) coats over primer except as otherwise noted. Coats one and
two shall be visibly different in color when dry. Painting shall not be required on areas noted as being
covered with a prefinished material or as being unfinished.
D. Unless otherwise specified below, all paint and primers shall be a first line product of Pittsburg, Benjamin
Moore, Sherwin Williams or Behr.
E. Painting Schedule
1. Exterior Wood: Soffit and Fascia
Apply wood preservative such as such as woodlife
16
Ref. Yacht Club Restroom
Technical specification
DIVISION 10 - SPECIALTIES
10161 - TOILET PARTITIONS
PART 1— GENERAL
A. 6" cont. Block toilet and urinal partitions, as shown on the drawings,
shall be built by the Contractor.
B. The toilet partitions doors shall be Santana POLY -MAR, and shall be installed by the supplier. The
Contractor shall be responsible for timely delivery of the partitions.
C. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of the
materials, the Contractor shall notify the Owner in writing of the nature of the defects. If the Contractor
allows this work to proceed without effecting such notification, it shall be construed as an acceptance by
him of all preceding work.
D. Requirements of the general conditions and special conditions apply to the work in this section. Work of
this section consists of, but is not limited to the following:
1. Toilet stalls, stall doors, screens and entry partitions.
2. Hardware, etc. for stalls.
3. Shop Drawings.
4. Guarantee per general conditions.
E. Submit three (3) sets of shop drawings, including details and a sample of each item of hardware for owner's
approval.
F. Warran : Santana warranty for partition doors
PART 2- MATERIALS
A. Toilet partitions and urinal screen shall be 6"x8"x16" concrete masonry
Units reinforced and fastened to the 8" CMU walls as shown on the
Drawings.
B. The toilet partition doors shall be Santana POLY -MAR, 55" high,
color #410 Cranberry (available from Stambome and Associates, 941-646-
6445).
C. PnA, dnn. 0'.11 he fi=;SheA -6th one (1) 120L); MAD wall skap .. t4y 123 V, r__ In_.._<__ the
(1) ,eat hoo n........r ..
e_ r tie..... slifeEae plated o 1
C1 Each door shall be furnished with (1) POLY -MAR wall stip approximately 1 " x 5" to be installed flat
against the wall for mounting the door hinges; two (2) 8" aluminum wrap-around door hinges; one (1)
coat hook/bumper ofheavy chrome plated Zamak with rubber bumper.
D. Door mounting and latch hardware are to be stainless steel or Santana's
most corrosion resistant heavy duty hardware.
E. POLY -MAR materials are to arrive at the jobsite with special protective plastic covering.
18
Ref. Yacht Club Restroom
Technical specification
DIVISION 16 - ELECTRICAL
16400 - SERVICE AND DISTRIBUTION
PART 1 -GENERAL
A. The requirements of the general, supplementary and special conditions of the contract specifications and
drawings are hereby made a part of this section of the specifications.
B. It is the intent of the plans and specifications to provide a complete and operating installation including all
obviously necessary items even though items are not indicated on the drawings or specifications.
C. The Contractor shall secure and pay for all permits, State Sales Tax, Federal Excise Tax, royalties
and other taxes or fees as required for installation of a complete system as outlined herein and as
shown on the plans. The Contractor shall secure all necessary licenses and insurance.
D. The work shall comply with the latest applicable requirements of the NFPA, the NEC, and all local codes
governing this installation as a minimum standard unless specifications listed herein or shown on the plans
require a higher minimum standard.
E. Where one manufacturer only is named, the bids shall be based on furnishing equipment or materials by
this manufacturer. Products of other manufacturers will be considered for use if in the Engineers opinion,
the item requested for substitution is equal to that specified. Where no manufacturers are named, the
Contractor shall select equipment or material which meets the specifications.
F. The contract drawings indicate the extent and general arrangements of equipment and systems. If any
departures from the contract drawings are deemed necessary by the Contractor, details of such departures
and reasons therefore shall be submitted to the City for approval. No such departures shall be made without
the prior written approval of the City.
G. The Contractor shall conform to all reasonable changes without additional cost to the owner.
H. All obvious errors and/or omissions in the above mentioned documents shall be called to the attention of
the Engineer at least four days prior to the bid date. If notification is not received, no extras to the original
drawings and specifications will be authorized.
I. The Contractor shall provide a guarantee against defective workmanship, materials or equipment for a
period of one year from the date of acceptance. This guarantee shall include all costs encountered in the
replacing of defective work or materials. In the event the Contractor fails to take action to correct any such
defect within 24 hours after receipt of written notice, the work of correcting such defect may be
accomplished by the owner and the Contractor shall be liable for the cost of this work.
I The Contractor shall convey to the owner any additional guarantees or warranties provided by the
manufacturer of an individual item of equipment or material.
K Electrical service/subpanel shall connect to existing electrical service at Yacht Club
PART 2 -PRODUCTS
A. Raceway
1. EMT may be used for all branch circuit wiring in areas above grade and within the building. All
EMT shall be galvanized. All EMT fittings shall be steel compression type.
2. PVC, schedule 40, may be used for all branch circuit wiring below grade.
3. GRC shall be used for wiring when transitioning from below grade to above grade and subject to
physical damage.
25
Ref. Yacht Club Restroom
Technical specification
arc or
SEgASI�AN
HOME Of PELICAN ISLAND
GENERAL SERVICES ADMINISTRATOR
ADMSIONOF FHE OFFICE OF THFOTYMANAGEA
1225 MAIN STREET- SEBASTIAN, FLORIDA32958
TELEPHONE (561) 388-8241 FAX (561) 581-0149
E-MAIL=pwagner@cityofsebastian.org
BID DOCUMENTS
YACHT CLUB RESTROOM
HARDEE PARK RESTROOM
BSSCN PLAYGROUND RESTROOM
I110 • W - xli:��
CITY OF SEBASTIAN GENERAL SERVICES ADMINISTRATOR
IN COOPERATION WITH
CITY OF SEBASTIAN ENGINEERING DEPARTMENT
CONTACT: Mr. Paul L. Wagner, General Services Administrator
DECEMBER 2000
CITY OF SEBASTIAN - BID
Yacht Club Restroom
Hardee Park Restroom
BSSCN Playground Restroom
TABLE OF CONTENTS
1. NOTICE OF INVITATION TO BID
2. BID PROPOSAL PRICE FORM
3. INSTRUCTIONS FOR BIDDERS
4. FORM OF AGREEMENT WHICH INCLUDES:
a) GENERAL TERMS
b) DRUG FREE WORKPLACE FORM
c) PUBLIC ENTITY CRIMES FORM
5. PAYMENT BOND FORM
6. PERFORMANCE BOND FORM
9. TECHNICAL SPECIFICATIONS, AND DRAWINGS FOR:
1. YACHT CLUB RESTROOM
2. HARDEE PARK RESTROOM
3. BSSCN PLAYGROUND RESTROOM
IMPORTANT NOTICE TO BIDDERS!!!!!
SUBMIT TWO (2) SETS OF THE BID AS FOLLOWS:
1. BID PROPOSAL PRICE FORM COMPLETELY FILLED OUT AND SIGNED
2. LIST OF SUBCONTRACTORS, IF ANY
3. REFERENCES INCLUDING ADDRESS AND PHONE NUMBER TO CONTACT
4. PROOF OF INSURANCE AS REQUIRED IN THE INSTRUCTIONS FOR BIDDERS
5. PROOF OF LICENSES
6. DRUG FREE WORKPLACE FORM EXECUTED
7. PUBLIC ENTITY CRIMES FORM EXECUTED
FAIL URE TO SUBMIT THE A BO VE MA Y SUBJECT YOUR BID TO REJECTION. READ ALL OF THE BIDDING
DOCUMENTS PROVIDED AND THEN SUBMIT YOUR BID ACCORDINGLY.
CON YACN WD
NOTICE OF INVITATION TO BID
SEALED BIDS FOR A LICENSED CONTRACTOR TO BUILD THREE (3)
CBS RESTROOM BUILDINGS, WILL BE ACCEPTED BY THE CITY OF
SEBASTIAN, 1225 MAIN STREET, SEBASTIAN, FLORIDA 32958,
UNTIL 2:00 P.M. ON WEDNESDAY, DECEMBER 27, 2000. BID
ENVELOPES ARE TO BE MARKED AS FOLLOWS:
BID• RESTROOMS
OPEN: DECEMBER 27, 2000, @ 2:00 P.M.
The City of Sebastian is seeking bids from licensed contractors to construct
three (3) similar CBS restroom facilities located within the City at, Yacht Club,
Hardee Park, and Barber Street Sports Complex North Playground . The restroom
facilities will be approximately 23' x 21'each.
The Contractor shall be able to be properly licensed in the City of Sebastian,
and shall show Proof of Insurance to conduct its business, with all licenses,
permits, and certificates as required by all local, State of Florida, Federal
agencies. Contractor shall submit a current license from the State of Florida and
must be capable of obtaining the appropriate licenses and certificates in the
City of Sebastian.
Contractors interested in preparing a bid may pick up or request a bid package
with Instructions for Bidders and specifications from the Office of General
Services , 561-388-8203. All items bid shall conform to the Contract Documents
in their entirety, and no bid shall vary from the Contract Documents unless
specifically approved in advance in writing by the City.
Any bids received without Proof of Contractor's Licenses, Public Entity Crime
Form, Drug Free Workplace Form, and Proof of Insurance (in the amounts specified
in the Contract Documents), may be disqualified. Any person or affiliate who has
been placed on the convicted vendor list following conviction for a public entity
crime may not submit a bid as proscribed by Section 287.133, F.S.
This project does have a liquided damages clause of $250.00 per day, and requires
a payment and performance bond equal to 100% of the contract price which is
required only after contract award, & prior to the start of work.
Questions concerning this project should be directed to the General Services
Administrator 561-388-8241.
There is a mandatory pre-bid conference scheduled for, Wednesday, December 13,
2000, @ 2:00 P.M., at the address stated above in City Hall. Attendance is
mandatory for all bidders.
Bids duly submitted will be publicly opened and read aloud at date and time
specified above, in City Hall. The City reserves the right to reject any and all
bids, or to accept any bid or portion thereof deemed to be in the best interest
of the City, and to waive any non -substantial irregularities.
BY: Paul L. Wagner
General Services Administrator
City of Sebastian
IN ACH WD
CITY OF SEBASTIAN - BID
I. Yacht Club Restroom
2. Hardee Park Restroom
3. Barber Street Sports Complex North Playground Restroom (BSSCN)
BID PROPOSAL PRICE FORM
The undersigned having become thoroughly familiar with all of the Agreement and Bidding Documents incorporated herein, the project site
and the location conditions affecting the work, hereby proposes to perform everything required to be performed in strict conformity with the
requirements of these documents, and to provide and furnish all the equipment, labor and materials necessary to provide the construction
services meeting or exceeding the specifications as set forth herein for the price quoted below. The price quoted is inclusive of any Addenda
which may be issued.
By the signature below, the Contractor agrees that this Bid is made without any other understanding, agreement, or connection with any person,
corporation, or firm submitting a bid for the same purpose and that the bid is in all respects fair and without collusion or fraud. If awarded
this bid, the Contractor agrees to enter into said agreement within ten (10) consecutive calendar days notice by the City, and agrees to all the
terms and conditions of all documents stated herein with the City of Sebastian for the below stipulated price which shall remain firm for sixty
(60) days following bid opening date.
[ftwiffelf I. i 1 , - [11110In
YACHT CLUB LUMP SUM BID AMOUNT $
HARDEE PARK LUMP SUM BID AMOUNT $
BSSCN LUMP SUM BID AMOUNT $
GRAND TOTAL
M
NOTE:
1. CONTRACTOR WARRANTS TOTAL CONTRACT COMPLETION TIME SHALL NOT EXCEED:
a) CONSECUTIVE CALENDAR DAYS FOR YACHT CLUB.
b) CONSECUTIVE CALENDAR DAYS FOR HARDEE PARK.
C) CONSECUTIVE CALENDAR DAYS FOR BSSCN
2. YOUR ATTENTION IS CALLED TO THE LIQUIDED DAMAGES CLAUSE CONTAINED IN THE AGREEMENT DOCUMENT.
3. BASIS OF AWARD, "GRAND TOTAL" LOW BID TAKES ALL.
Authorized Signature Printed Name
Firm Name & Address
Title
Phone Number
Bate Signed PROPYACHr
CITY OF SEBASTIAN
INSTRUCTIONS FOR BIDDERS
A mandatory pre-bid conference shall be held at the City of Sebastian City Hall, at the time and date specified in
the Invitation to Bid. All prospective bidders are required to attend this conference. Questions concerning the
project or bid requirements may be addressed at that time.
2. REQUIRED COPIES
Two (2) sets of bids shall be submitted on the Bid Proposal Form provided, including any other forms,
proofs, and documents as required.
3. SEALED BIDS
Bids shall be enclosed in a sealed envelope which shall show (lower left corner) the name of the Bid, and the date
and time of opening. The envelope shall also show the name and address of the Bidder. The Bid shall be submitted
as stipulated in the Notice of Invitation.
4. BIDS NOT CONSIDERED
Late Bids, telegraphed or faxed Bids and bids which do not conform to the instructions contained in the
Notice Of Invitation To Bid. Bids may be withdrawn by fax or telegraph provided that such notices are
received prior to the date and time specked in the Invitation.
U
Bidders are welcome to attend the bid opening; however, attendance is not mandatory. Opening of the
Bids will commence at the date and time specified in the Notice Of Invitation To Bid, and publicly read
aloud, providing one or more Bidders are in attendance. The Purchasing Agent or his designee shall be
present at all Bid openings.
6. BID EXAMINATION
Bid files may be examined during normal working hours, ten (10) days after bid opening, by appointment only,
by contacting the City Clerk's office at 561-589-5330.
7. REQUIRED INFORMATION
Bidders shall follow all instructions and provide all information requested on the bid proposal form.
Bidders wishing to qualify all or any portion of the bid shall provide a hand printed or typed explanation
on the bid or separate attachment to be submitted with the bid.
8. ACCEPTABLE BIDS
Bid proposals shall be typewritten or filled in with ink. Any erasures or corrections must be initialed by
Instructions Page I of 5
the Bidder in ink.
9. NEW EQUIPMENT AND MATERIALS
Prices shown on the bids must be prices for new equipment and materials, and the successful bidder
shall warrant same for a period of not less than two (2) years from the installation date.
10. SALES TAX
Although the City of Sebastian is exempt from Federal and State Sales and Use taxes, Contractors or
Vendors doing business with the City are = exempted from paying said taxes to their supplier for
goods or services purchased to fulfill the contractual obligations with the City, nor shall any Contractor
or Vendor be authorized to use the City's Tax Exemption Number in securing such materials.
11. CONFLICT' OF INTEREST
Contract Award is subject to provisions of State Statutes and City Ordinances. All Bidders must
disclose with their bid the name of any officer, director, or agent who is also an employee of the City
of Sebastian; further, all Bidders must disclose the name of any City employee who owns, directly or
indirectly, an interest of ten percent (10%) or more in the Bidder's firm or any of its branches.
Should the successful Bidder permanently or temporarily hire any City employee who is, or has been,
directly involved with the Bidder prior to or during performance of the resulting contract, the Agreement
shall be subject to immediate termination by the City.
12. LICENSING. CERTIFICATION. AND/OR REGISTRATION
Contractors must show their current Contractors license. Prior to start of work, if the Bidder is a State
Certified General Contractor, the Bidder must be registered with the City of Sebastian; if the Bidder is
a State Registered General Contractor, then the Bidder must hold a Competency Card with the City.
In any event, the Contractor shall contact the Administrative Assistant at the Building Department 561-
589-5518 and insure compliance with all City ordinances, rules and regulations, including Building
Permits if required. Lack of knowledge by the Bidder shall in no way be a cause for relief from
responsibility. Failure to comply with the above may result in the rejection of the Bid.
Two (2) copies of any licence, or certification as required shall be submitted with the bidding
documents.
A certificate, letter, or similar must be obtained from the City's Building Department, & is required on
this project prior to execution of a contract, & should be submitted to the Purchasing & Contract
Administrator with any payment/performance bonds which may be required. In essence, this authorizes
you to perform work in the City of Sebastian. Any Sub-Contractor(s) must also be certified.
Instructions Page 2 of 5
13. CORRECTIONS. CANCELLATION. & WITHDRAWAL
A. Bidders may be asked to provide further information after bid opening to determine the
responsibility of the vendor.
B. Waiver of Technicality; Information shall not be considered alter the bid opening if it has been
specifically requested to be provided with the bid and becomes a matter of responsiveness. The
bid shall be considered responsive if it substantially conforms to the requirements of the
Invitation to Bid. The City may waive any informality, technicality, or irregularity on any bid.
A minor or non -substantive lack of conformity may be considered a technicality or irregularity
which may be waived by the City.
C. Mathematical errors; Errors in extension of unit prices or in mathematical calculations may be
corrected. In cases of errors in mathematical computations, the unit prices shall not be changed.
D. Cancellation or postponement; The Purchasing & Contract Administrator may cancel or
postpone the bid opening or cancel the Invitation to Bid in its entirety.
E. Withdrawal; Prior to any published bid opening date and time, a bidder may withdraw his or
her bid in writing. A fax is permitted for this purpose, provided a confirming telecon is made.
Amendments; Prior to any published bid opening date and time, a bidder may amend the bid
provided that it is in writing, in a sealed envelope, and identified.
14. AVAILABILITY OF FUNDS
The obligations of the City of Sebastian under this award are subject to the availability of funds lawfully
appropriated for its purpose by the City Council of the City of Sebastian.
15. PUBLIC ENTITY CRIMES
Any person or firm submitting a bid in response to this invitation must execute the attached SWORN
STATEMENT UNDER SECTION 287.133, FLORIDA STATUTES, PUBLIC ENTITY CRIMES,
including proper check(s) in the space(s) provided, and enclose it with said bid.
16. DRUG-FREE WORKPLACE
The Drug -Free Workplace form, as attached hereto, shall be submitted with the bidding documents.
17. BID GUARANTEE
The Bidder warrants that the unit prices, terms, and conditions quoted in the bid will be firm
for acceptance for a period of not less than sixty (60) days from the bid opening date. Such prices will
remain firm for the period of performance of resulting purchase orders or contracts which are to be
performed.
Instructions Page 3 of 5
18. BIDBOND(ONLYIFCALLEDFOR INTHENOTICEOFEVVITA77ONTOBID)
A Bid Bond equal to five percent (5%) of the bid amount shall be required on this project, and must
be submitted along with the two (2) copies of the Bid, failure to do so will automatically disqualify the
Bid . Unsuccessful bidders shall be entitled to return of surety after final award of bid. A successful
bidder shall forfeit the amount of its security upon failure on his part to execute a agreement within ten
(10) days alter receipt of a proposed agreement from the City unless the time for executing the
agreement is extended by the City.
19. PAYMENT AND PERFORMANCE BONDS (ONLYIFCALLED FOR INTHENOTICE OF
INVITATION TO BID)
A Payment and Performance Bond equal to one hundred percent (100%) of the Agreement price
shall be required on this project, and shall be provided by the successful bidder at the stipulated time
of the execution of the agreement, failure to do so shall cause said bidder to be in default and forfeit
his Bid Bond in its entirety. (Sample Forms are provided for information purposes.)
NOTE: BID BOND AND PAYMENT AND PERFORMANCE BOND REQUIREMENTS:
The bond (s) shall be provided by a surety company authorized to do business in the State of Florida,
and approved by the City Manager and City Attorney. In lieu of a bond(s) the contractor may furnish
as security in favor of the City a certified check, a cashiers check or an irrevocable letter of credit.
The check or letter of credit shall be drawn on or issued by a bank authorized to do business in the State
of Florida. The form of the check or letter of credit must be approved by the City Manager and City
Attorney.
Attomeys-in-fact who sign Bonds must file with each bond a certified and effective dated copy of their
Power- of Attorney. Surety companies executing Bonds must appear on the Treasury Department's
most current list (Circular 570 as amended), and be authorized to transact business in the State of
Florida.
20. LIQUIDATED DAMAGES (ONLYIFCALLED FOR IN THEN077CE OFBMTA77ON TO BID)
The City shall be entitled to liquidated damages in the amount of two hundred fifty Dollars ($250.00)
per day for every day that the Contractor is late in completing the work as stipulated in the agreement,
and bidding documents. Said damages shall be deducted by the City from monies due Contractor.
21. INSURANCE
All bidders shall submit evidence of insurance as follows; Auto Liability, Workers Compensation, and
General Liability. Cost for all insurance shall be born by the bidder. All insurance shall be acceptable
to the City in its sole discretion.
Instructions Page 4 of 5
22. BID AWARD
The contract/agreement will be awarded to the lowest responsive and/or responsible Bidder whose bid,
conforming to the specifications and Instructions For Bidders, will be most advantageous to the City
in consideration of price, time of performance, and other factors as determined by the City.
23. REJECTION OF BIDS
24.
The City reserves the right to reject any and all Bids, to waive any and all informalities not involving
price, time, or changes in the work, and to negotiate contract terms with the successful Bidder, and the
right to disregard all nonconforming, non-responsive, imbalanced, or conditional Bids. More than one
Bid from an individual, firm or association under same or different names, will not be considered. Any
or all Bids will be rejected if there is reason to believe that collusion exists among the Bidders, and no
participants in such collusion will be considered in future proposals for the same work.
References are required and must be submitted with the Bid proposal form. Failure to submit references
as required may disqualify your Bid. Name and phone number to contact shall be included.
25. LIST OF SUB -CONTRACTORS
A list of Sub -Contractors is required and must be submitted with the Bid proposal. Failure to submit
a list of Sub -Contractors may disqualify your Bid.
26. CO-OPERATIVE PURCHASING
27.
It is the intent of the Notice of Invitation to Bid to secure goods or services to be used by the City of
Sebastian. However, by virtue of bidding, the Bidder accepts the right of other Government Entities to
"piggyback" purchase from this proposal by mutual consent. Any such purchase shall be separate and
apart from the City of Sebastian, and said City assumes no liability for such action.
The Bidder/Contractor shall not practice or condone personnel or supplier discrimination of any nature
whatsoever, in any manner proscribed by Federal or State of Florida laws and regulations.
Instructions Page 5 of 5
CONSTRUCTION AGREEMENT
THIS AGREEMENT made this day of , 2000, by and between the
CITY OF SEBASTIAN, a municipal corporation of the State of Florida, 1225 Main Street,
Sebastian, Florida, 32958, ("City") and
forth that
("Contractor."), set
WHEREAS, the City desires to engage a Contractor who has special and unique
competence and experience in construction of restroom additions; and
WHEREAS, the Contractor represents that it has such competence and experience in
providing these services; and
WHEREAS, the City in reliance on such representation has selected the Contractor in
accordance with the requirements of law; and
WHEREAS, the City and the Contractor desire to reduce to writing their understanding
and agreements on such;
IT IS, THEREFORE, AGREED as follows:
1. TERM. This Agreement shall commence on the day it is executed by both parties
and the term of the Agreement shall extend until the Project is complete.
2. AGREEMENT DOCUMENTS. The Agreement Documents (also called
CONTRACT DOCUMENTS) consist of this Agreement, Plans, Technical Specifications, Work
Orders, Change Orders, Addenda if any, any other documents listed in the Agreement
Documents, and written modifications issued after execution of this Agreement, if any.
(a) Intent. The Technical Specifications and Plans are an integrated part of the
Contract Documents and as such will not stand alone if used independently. The Technical
Specifications and Plans establish minimum standards of quality for this Project. They do not
purport to cover all details of performing the Work. The intent of the Agreement Documents is to
set forth requirements of performance, type of equipment and structures, and standards of
materials and construction. It is also intended to include all labor and materials, equipment, and
transportation necessary for the proper execution of the Work, to require new material and
equipment unless otherwise indicated, and to require complete performance of the Work in spite
of omission of specific reference to any minor component part and to include all items necessary
for the proper execution and completion of the Work by the Contractor. Performance by the
Contractor shall be required only to the extent consistent with the Agreement Documents and
reasonably inferable from them as being necessary to produce the intended results.
(b) Entire and Sole Agreement. Except as specifically stated herein, the Agreement
Documents constitute the entire agreement between the parties and supersede all other
agreements, representations, warranties, statements, promises, and understandings not specifically
set forth in the Agreement Documents. Neither party has in any way relied, nor shall in any way
rely, upon any oral or written agreements, representations, warranties, statements, promises or
understandings not specifically set forth in the Agreement Documents.
(c) Amendments. The parties may modify this Agreement at any time by written
agreement. Neither the Agreement Documents nor any term thereof may be changed, waived,
discharged or terminated orally, except by an instrument in writing signed by the party against
which enforcement of the change, waiver, discharge or termination is sought.
(d) Construing Terms. This Agreement shall not be construed against the parry
who drafted the same, as both parties have obtained experts of their choosing to review the legal
and business adequacy of the same.
3. EMPLOYMENT OF CONTRACTOR, The City hereby agrees that it may engage the
Contractor and the Contractor hereby agrees to perform professional services for the City in
constructing restroom additions to the City Yacht Club, Hardee Park and Barber Street Sports
Complex North in accordance with the Technical Specifications and Plans herein.
4. SPECIFICATIONS AND RELATED DATA. The intent of the Technical
Specifications and Plans, Work Orders and other Contract Documents is that the Contractor
furnishes all labor and materials, equipment, supervision and transportation necessary for the
proper execution of the Work unless specifically noted otherwise. The Contractor shall do all the
work described in the Technical Specifications, Plans and other Contract Documents and all
incidental work considered necessary to substantially complete the Work ready for use,
occupancy, or operation in a manner acceptable to the City.
PRI
Any discrepancies found between the Technical Specifications or Plans and site
conditions, or any errors or omissions in the same shall be immediately reported to the City. The
City shall promptly determine the validity and seriousness of the claimed condition and correct
any such error or omission in writing, or otherwise direct Contractor. Any work done by the
Contractor after his discovery of such discrepancies, errors or omissions shall be done at the
Contractor's risk.
Any correction or errors or omissions in the Technical Specifications and Plans may be
made by the City when such correction is necessary for the proper fulfillment of their intention as
construed by City. Where said correction of errors or omissions, except as provided in the next
paragraph below, adds to the amount of work to be done by the Contractor, compensation for
said additional work shall be negotiated between the parties and must be issued as a written
change order before any such additional work is performed or no additional compensation shall be
made.
The fact that specific mention of any part of work is omitted in the Specifications, whether
intentionally or otherwise, when the same is usually and customarily required to complete fully
such work as is specified herein, will not entitle the Contractor to consideration in the matter of
any claim for extra compensation, but the said work must be installed or done the same as if called
for by the Technical Specifications and Plans. All work and material usual and necessary to make
the Work complete in all its parts, whether or not they are indicated or mentioned in the Technical
Specifications and Plans, shall be furnished and executed the same as if they were called for by the
Technical Specifications and Plans. The Contractor will not be allowed to take advantage of any
errors or omissions in the Plans and Technical Specifications. The City will provide full
information when errors or omissions are discovered.
5. COMPENSATION. The City will pay the Contractor the flat amount of $
for performance of the Work hereunder.
Claims. Claims arising from changes or revisions made by the Contractor at the City's
request shall be presented to the City before work starts on the changes or revisions. If the
Contractor deems that extra compensation is due for work not covered herein, or in Supplemental
Agreement, the Contractor shall notify the City in writing of its intention to make claim for extra
Fj
compensation before work begins on which the claim is based. If such notification is not given and
the City is not afforded by the Contractor a method acceptable to the City for keeping strict
account of actual cost, then the Contractor hereby waives its request for such extra compensation.
The City is not obligated to pay the Contractor if the City is not notified as described above. The
Contractor may refuse to perform additional work requested by the City until an appropriate
agreement is executed by the parties. Such notice by the Contractor and the fact that the City has
kept account of the costs as aforesaid shall not in any way be construed as proving the validity of
the claim.
6. RELEASES. When it is determined, as a result of a joint inspection of the Work by
the Contractor, City, and Project Manager that the Work has been completed in accordance with
the terms of the Contract Documents, the Project Manager shall certify completion of the Work
to the City. At that time, the Contractor may submit the Contractor's final request for payment.
Prior to final payment, the Contractor shall execute and deliver to the City a Contractor's
Affidavit and Release of Claim for all claims against the City arising under or by virtue of the
work order. Also, each request for payment must have a Claimant's Sworn Statement of Account,
executed by the supplier or subcontractor, attached from each supplier or subcontractor who has
notified the City of his right to file a Claim (Notice to City) or who is listed in the Contractor's
Affidavit and Release of Claim as an unpaid potential Claimant.
7. PROJECT SCHEDULES The Contractor shall perform the services outlined under
Paragraph 3 of this Agreement in a timely manner consistent with the assignment schedules as
mutually agreed upon by the City and the Contractor. No extension of time shall be valid unless
given in writing by the City. No monetary compensation shall be given for such delay.
A delay beyond the Contractor's control occasioned by an "Act of God" may entitle the
Contractor to an extension of time in which to complete the Work as determined by the City
provided, however, the Contractor shall immediately give written notice to the City of the cause
of such delay. "Rain day" extensions shall be granted upon written request of the Contractor to
the City's Project Manager when said Project Manager determines that weather conditions make
it counterproductive to work on said days. "Rain day" requests must be submitted at the end of
each work week or be waived, and the cumulative "rain day" extensions granted shall be
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processed as a Change Order with each pay submittal. Time extensions shall be the exclusive
remedy for any claimed damages originating from weather delays.
The City shall have the authority to suspend the Work wholly or in part, for such periods
as may be deemed necessary and for whatever cause, by serving written notice of suspension to
the Contractor. In the event that the Project Manager shall become aware of any condition which
may be cause for suspension of the Work, the Project Manager shall immediately advise the City
of such condition. The Contractor shall not suspend operations under the provisions of this
Paragraph without the City's permission. In the event that the City suspends the Work, the
Contractor shall be granted an extension of time to complete the Work for as many calendar days
as the Work was suspended; except, however, that the Contractor will not be granted an
extension of time to complete the Work if the suspension was caused by a fault of the Contractor.
8. TERMINATION OF CONTRACT WITHOUT CAUSE. This Agreement may be
terminated by the City without cause provided at least five (5) days written notice of such
termination shall be given to the Contractor. In the event the City without cause abandons,
terminates or suspends this Agreement for greater than thirty days, the Contractor shall be
compensated for services rendered up to the time of such termination on a quantum meruit basis
and any work done by the Contractor shall remain the property of the City.
9. CITY'S PROJECT MANAGER. City shall designate a Project Manager. All work
done shall be subject to the review of the Project Manager and City. Any and all technical
questions which may arise as to the quality and acceptability of materials furnished, work
performed, or work to be performed, interpretation of Specifications and all technical questions
as to the acceptable fulfillment of the Contract on the part of the Contractor, shall be referred to
the Project Manager, who will resolve such questions.
All materials and each part of the Work shall be subject at all times to construction review
by the Project Manager and the City. Such construction review may include shop inspection, and
any material furnished under the Specifications is subject to such inspection. The Project
Manager and the City shall be allowed access to all parts of the Work and shall be furnished with
such information and assistance by the Contractor as is required to make a complete and detailed
review. The City shall not be responsible for the acts or omissions of the Contractor.
5
10. CONTRACTOR'S DUTY. Contractor shall supervise and direct the Work, using
Contractor's best skill and attention. Contractor shall be solely responsible for and have control
over construction means, methods, techniques, sequences and procedures and for coordinating all
portions of the Work under this Contract, unless the Contract Documents give other specific
instructions concerning these matters.
Unless otherwise provided in the Contract Documents, Contractor shall provide and pay
for labor, materials, equipment, tools, construction equipment and machinery, utilities,
transportation, and other facilities and services necessary for the proper execution and completion
of the Work, whether temporary or permanent and whether or not incorporated or to be
incorporated in the Work.
Unless otherwise provided in the Contract Documents, Contractor shall pay all sales, use
and other similar taxes. Contractor currently holds and shall maintain at all times during the term
of this Contract all required federal, state and local licenses necessary to perform the Work
required under the Contract Documents.
11. PERSONNEL. The Contractor represents that it will secure at its own expense all
personnel and sub -Contractors required for services which are necessary as described under
Exhibit "A" of this Agreement. All services described under Exhibit "A" of this Agreement shall
be performed by the Contractor or sub -Contractor and all persons engaged in work under the
Agreement shall be qualified to perform such services and authorized under federal, state and
local laws to perform such services. Personnel who perform services under this Agreement shall
not be employees of the City.
All workmen must have sufficient knowledge, skill and experience to perform properly the
work assigned to them. Any foreman or workman employed by the Contractor or subcontractors
who, in the opinion of the City, does not perform his work in a skillful manner, or appears to be
incompetent or to act in a disorderly or intemperate manner shall, at the written request of the
City, be discharged from the Project immediately and shall not be employed again in any portion
of the Work without the approval of the City.
The Contractor shall at all times be responsible for the conduct and discipline of his
employees and/or any subcontractor or persons employed by subcontractors.
3
12. PROTECTION OF PERSONS AND PROPERTY. The Contractor shall be
responsible for initiating, maintaining and supervising all safety precautions and programs in
connection with the Work in accordance with the U.S. Department of Labor Occupational Safety
and Health Act and the laws of the State of Florida. This Contract requires that the Contractor
and any and all subcontractors hired by the Contractor comply with all relevant standards of the
Occupational Safety and Health Act. Failure to comply with the Act constitutes a failure to
perform. The Contractor agrees to reimburse the City for any fines and/or court costs arising from
penalties charged to the City for violations of OSHA committed by the Contractor or any and all
subcontractors.
The Contractor shall take all reasonable precautions for the safety of, and shall provide all
reasonable protection to prevent damage, injury or loss to, all employees on the Work and all
other persons who may be affected thereby; all the work materials and equipment to be
incorporated therein, whether in storage on or off the project site, under the care, custody or
control of the Contractor or any of his subcontractors; and other property on the project site or
adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and
utilities not designated for removal, relocation or replacement in the course of construction.
The Contractor shall perform any work and shall furnish and install materials and
equipment necessary during an emergency endangering life or property. In all cases, he shall notify
the Project Manager and City of the emergency as soon as practicable, but he shall not wait for
instructions before proceeding to properly protect both life and property.
The Contractor shall be held fully responsible for such safety and protection until final
written acceptance of the Work.
13. CONTRACTOR'S RESPONSIBILITY FOR WORK. Until acceptance of the Work
by the City, it shall be under the charge and care of the Contractor, and he shall take every
necessary precaution against injury or damage to the Work by the action of the elements or from
any other cause whatsoever, whether arising from the execution or from the non -execution of the
Work. The Contractor shall rebuild, repair, restore and make good, without additional
compensation, all injury or damage to any portion of the Work occasioned by any cause, other
than the sole and active negligence of the City, before its completion and acceptance.
7
Materials and equipment shall be stored so as to incur the preservation of their quality and
fitness for the Work. When considered necessary, they shall be placed on wooden platforms or
other hard clean surfaces, and not on the ground, and/or they shall be placed under cover. Stored
materials and equipment shall be located so as to facilitate prompt inspection.
14. CLEANING UP. The Contractor shall at all times keep the premises free from
accumulation of waste materials or rubbish caused by his employees or work. At the completion
of the Work, he shall remove all his rubbish, tools, scaffolding and surplus materials and shall
leave his work "broom clean" or its equivalent, unless more exactly specified, and shall insure that
all debris and other unsightly objects are removed and disposed of in a satisfactory manner. At no
additional expense to the City, the Contractor will restore to their original conditions or better, as
nearly as practicable, those portions of the site not designated for alteration and all such property,
structure, utilities, landscaping, etc., disturbed or damaged during the prosecution of the Work.
Final payment will be withheld until such clean up and repairs are completed
The Work will be considered complete only after all debris and unused material due to or
connected with the Work have been removed and the surrounding area left in a condition
satisfactory to the City. In the event the City finds that the Contractor has not complied in
keeping the job site clean, the City may, after twenty-four (24) hours written notice to the
Contractor to correct the situation, elect to have the job site cleaned by an independent labor
force. The cost of cleaning by said independent labor force shall be deducted from moneys due
the Contractor.
15. SUBCONTRACTS AND ASSIGNABILITY. The Contractor shall not assign
any interest in the work orders or this Agreement and shall not transfer any interest in the same
without the prior written consent of the City. Any sub -contracts or other work which is
performed by persons or firms other than the Contractor under this Agreement or any work
orders shall have prior written approval of the City Manager. Any subcontracts or outside
associates or Contractors required by the Contractor in connection with services covered by this
Agreement or any work orders must be specifically approved by the City Manager.
16. INDEMNIFICATION. The Contractor shall indemnify and save harmless the
City, its agents, subcontractors, servants, and employees from and against claims, liability, losses,
8
or causes of action to the extent arising from any misconduct, negligent act, or omission of the
Contractor, its agents, servants or employees in the performance of services under this contract.
17. INTERESTS OF CITY OFFICIALS. No officers, members or employees of the
City and no members of its governing body, and no other public official of the governing body of
the locality or localities in which services for the facilities are situated or carried out, who
exercises any functions or responsibilities in the review or approval of the undertaking or carrying
out of this project, shall participate in any decision relating to this Agreement which affects his
personal interest, or have any personal or pecuniary interest, direct or indirect, in this Agreement
or the proceeds thereof.
18. CERTIFICATION OF RESTRICTIONS ON LOBBYING. The Contractor
agrees that no Federal appropriated funds have been paid or will be paid by or on behalf of the
Contractor to any person for influencing or attempting to influence any officer or employee of any
Federal agency, a member of Congress, an officer or employee of Congress or an employee of a
member of Congress in connection with the awarding of any Federal contract, the making of any
Federal Grant, the making of any Federal loan, the entering into of any cooperative agreement and
the extension, continuation, renewal, amendment or modification of any Federal contract, Grant,
loan or cooperative agreement.
If any funds other than Federal appropriated funds have been paid by the Contractor to
any person for influencing or attempting to influence an officer or employee of any Federal
agency, a member of Congress, an officer or employee of Congress or an employee of a member
of Congress in connection with any FDOT Joint Participation Agreement, the undersigned shall
complete and submit Standard Form -LLL "Disclosure Form to Report Lobbying" in accordance
with its instructions.
19. CONFLICT OF INTEREST. The Contractor covenants that he presently has no
interest and shall not acquire any interest, direct or indirect, which shall conflict in any manner or
degree with the performance of services required to be performed under this Agreement. The
Contractor further covenants that in the performance of this Agreement, no person having any
such interest shall be employed. The Contractor shall not undertake any professional work which
conflicts with his duties as the City's Contractor without the prior written consent of the City
9
during the term of this Agreement. Any work where the Contractor can reasonably anticipate that
it may be called to testify as a witness against the City in any litigation or administrative
proceeding will constitute a conflict of interest under this Agreement.
20. COMPLIANCE WITH LAW. The Contractor expressly agrees to comply with all
known laws and regulations relating to providing services under this Agreement. The failure of
the Contractor to adhere to any known law or regulation pertaining to furnishing services under
this Agreement shall constitute a material breach of this Agreement.
21. WAIVER. The waiver by the City of any of the Contractor's obligations or duties
under this Agreement shall not constitute a waiver of any other obligation or duty of the
Contractor under this Agreement.
22. PUBLIC ENTITY CRIME The Contractor shall file a sworn statement with the
City which is Attachment I, stating whether a person or affiliate as defined in Section 287.133 (1),
Florida Statutes, has been convicted of a public entity crime subsequent to July 1, 1989, in
accordance with the provisions of Section 287.133 of the Florida Statutes.
23. COVENANT AGAINST CONTINGENT FEES. The Contractor warrants that he
has not employed or retained any company or person, other than a bona fide employee working
solely for the Contractor to solicit or secure this Agreement and that he has not paid or agreed to
pay any person, company, corporation, individual or firm, other than a bona fide employee
working solely for the Contractor any fee, commission, percentage, gift or any other consideration
contingent upon or resulting from the award or making of this Agreement. For the breach or
violation of this paragraph, the City shall have the right to terminate the Agreement without
liability and, at its discretion, deduct from the Agreement price, or otherwise recover, the full
amount of such fee, commission, percentage, gift or consideration.
24. BOND. The Contractor shall provide Bonds in the form prescribed by State Law,
and generally as shown in these Documents, for Performance and Payment, each in the amount of
100% of the total contract amount.
25. DRUG-FREE WORKPLACE. The contract documents also consist of the
"Drug -Free Workplace Form" which is in accordance with Florida Statute 287.089 and must be
signed.
10
27. GOVERNING LAW. This Agreement shall be governed by the laws of the State
of Florida and venue for any action pursuant to the Agreement Documents shall be in Indian River
County, Florida. The parties hereto expressly waive trial by jury in any action to enforce or
otherwise resolve any dispute arising hereunder..
28. CONSTRUING PROVISIONS. This Agreement shall not be construed against
the party who drafted the same, as both parties have obtained experts of their choosing to review
the legal and business adequacy of the same.
29. INSURANCE. The Contractor agrees to carry insurance, of the types and subject
to the limits as set forth below and maintain said insurance during the life of this agreement:
(a) Workers' Compensation - Contractor shall purchase workers' compensation
insurance as required by law.
(b) Commercial General Liabilitv - Contractor shall purchase Commercial General
Liability insurance with a combined single limit of at least $1,000,000.
(c) Commercial Auto Liability - Contractor shall purchase Commercial Auto Liability
insurance with a combined single limit of at least $1,000,000.
Further, Contractor shall maintain such insurance as is reasonably required to satisfy its
obligations for the Work paid for by the City but not yet accepted.
The insurance company selected shall be A+ or better per the Best's Key Rating Guide.
The Contractor and the insurance company(s) shall agree to furnish the City thirty (30) days
written notice of their intent to cancel or terminate said insurance. It is the full responsibility of the
contractor to insure that all sub -contractors have full insurance coverage as stated above.
The Contractor shall not commence the Work until he has obtained all the insurance
required under this paragraph and certificates of such insurance have been submitted to the City,
nor shall the Contractor allow any subcontractor to commence work on his subcontract until all
insurance required has been so obtained and approved by the City. The Contractor shall carry and
maintain until acceptance of the Work, insurance as specified herein and in such form as shall
protect him and any subcontractor performing work under this Contract, or the City, from all
claims and liability for damages for bodily injury, including accidental death, under this Contract,
whether by himself or any subcontractor or by any one directly or indirectly employed by either.
11
The Contractor shall furnish to the City certificates of insurance in duplicate showing
proof of insurance, naming the City as an additional insured party, prior to the start of
construction as provided in the Contract.
30. GUARANTEE. The Contractor shall warrant all equipment furnished and work
performed by him for a period of two (2) years from the date of final written acceptance of the
Work by City. All equipment and material warranties or guarantees shall be drawn in favor of the
City and the originals thereof furnished to the City for review and acceptance prior to final
payment.
Such guarantee shall in no way limit or relieve the Contractor of liability from subsequent
claims of beach of contract due to substandard materials or workmanship, nor shall such warranty
period shorten the statute of limitations for bringing a breach of contract or other action based
upon any such deficiencies.
Any materials, equipment or work which do not satisfactorily meet the Specifications may
be condemned by the City by giving a written notice to the Contractor. All condemned materials,
equipment or work shall be promptly taken out and replaced. Any defective work whether the
result of poor workmanship, use of defective materials, damaged through carelessness or from
other cause shall be removed within ten (10) days after written notice is given by the City, and the
work shall be re -executed by the Contractor. The fact that the City may have previously
overlooked such defective work shall not constitute an acceptance of any part of it. Should the
Contractor fail to remove rejected work or materials within ten (10) days after written notice to
do so, the City may remove them and may store the materials and equipment.
The making of the final payment by the City to the Contractor shall not relieve the
Contractor of responsibility for faulty materials or workmanship. The City shall promptly give
notice of faulty materials and workmanship and the Contractor shall promptly replace any such
defects discovered within two (2) years from the date of final written acceptance of the Work by
the City.
12
IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed,
the day and year first above written.
ATTEST (SEAL):
Kathryn M. O'Halloran, MMC
City Clerk
Approved as to form and legality for
reliance by the City of Sebastian only:
Rich Stringer, City Attorney
Signed, sealed and delivered
in the presence of:
Name:
Name:
THE CITY OF SEBASTIAN
By:
Terrence R. Moore, City Manager
CONTRACTOR:
an
13
DRUG-FREE WORKPLACE FORM
The undersigned Contractor, in accordance with Florida Statute 287.087 hereby certifies
that does:
I. Publish a statement notifying employees that the unlawful manufacture,
distribution, dispensing, possession, or use of a controlled substance is prohibited
in the workplace and specifying the actions that will be taken against employees
for violations of such prohibition.
2. Inform employees about the dangers of drug abuse in the workplace, the business'
policy of maintaining a drug-free workplace, any available drug counseling,
rehabilitation, employee assistance programs and the penalties that may be imposed
upon employees for drug abuse violations.
3. Give each employee engaged in providing the commodities or contractual services
a copy of the statement specified in Paragraph 1.
4. In the statement specified in Paragraph 1, notify the employees that, as a condition
of working on the commodities or contractual services that the employee will
abide by the terms of the statement and will notify the employer of any conviction
of, or plea of guilty or nolo contendere to any violation of Chapter 1893 or of any
controlled substance law of the United States or any state, for a violation occurring
in the workplace no later than five (5) days after such conviction.
5. Impose a sanction on, or require the satisfactory participation in a drug abuse
assistance or rehabilitation program if such is available in the employee's
community, by any employee who is so convicted.
6. Make a good faith effort to continue to maintain a drug-free workplace through
implementation of Paragraph 1 through 5.
As the person authorized to sign this statement, I certify that this firm complies fully with
the above requirements.
Contractor
14
PUBLIC ENTITY CRIMES
Any person submitting a quote, bid, or proposal in response to this invitation or a
contract, must execute the enclosed form PUR. 7069, sworn statement under section
287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES, including proper
check(s), in the space(s) provided, and enclose it with his quote, bid, or proposal. If you are
submitting a quote, bid or proposal on behalf of dealers or suppliers who will ship commodities
and receive payment from the resulting contract, it is your responsibility to see that copy(ies) of
the form are executed by them and are included with your quote, bid, or proposal. Corrections to
the form will not be allowed after the quote, bid, or proposal opening time and date. Failure to
complete this form in every detail and submit it with your quote, bid, or proposal may result in
immediate disqualification of your bid or proposal.
The 1989 Florida Legislature passed Senate Bill 458 creating Sections 287.132 - 133,
Florida Statutes, effective July 1, 1989. Section 287.132(3)(d), Florida Statutes, requires the
Florida Department of General Services to maintain and make available to other political entities a
"convicted vendor" list consisting of persons and affiliates who are disqualified from public
contracting and purchasing process because they have been found guilty of a public entity crime.
A public entity crime is described by Section 287.133, Florida Statutes, as a violation of any State
or Federal law by a person with respect to and directly related to the transaction of business with
any public entity in Florida or with an agency or political subdivision of any other state or with the
United States, including, but not limited to, any bid or contract for goods or services to be
provided to any public entity or with an agency or political subdivision and involving antitrust,
fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.
By law no public entity shall accept any bid from, award any contract to, or transact any
business in excess of the threshold amount provided in Section 287.017, Florida Statutes, for
category two (currently $10,000) with any person or affiliate on the convicted vendor list for a
period of 36 months from the date that person or affiliate was placed on the convicted vendor list
unless that person or affiliate has been removed from the list pursuant to Section 287.133(3)(£),
Florida Statutes.
Therefore, effective October 1, 1990, prior to entering into a contract (formal contract or
purchase order) in excess of the threshold amount of $10,000 to provide goods or services to
THE CITY OF SEBASTIAN, a person shall file a sworn statement with the contracting officer
or Purchasing Director, as applicable. The attached statement or affidavit will be the form to be
utilized and must be properly signed in the presence of a notary public or other officer authorized
to administer oaths and properly executed.
THE INCLUSION OF THE SWORN STATEMENT OR AFFIDAVIT SHALL BE
SUBMITTED CONCURRENTLY WITH YOUR QUOTE OR BID DOCUMENTS. NON-
INCLUSION OF THIS DOCUMENT MAY NECESSITATE REJECTION OF YOUR
QUOTE OR BID.
15
SWORN STATEMENT UNDER SECTION 287.133(3)(a),
FLORIDA STATUTES, ON PUBLIC ENTITY CRINES
THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR
OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted with the Yacht Club, Hardee Park and Barber
Street Sports Complex North Restroom Additions Contract for THE CITY OF
SEBASTIAN.
2. This sworn statement is submitted by
address is
Identification (FEIN) is
., whose business
and (if applicable) its Federal Employer
3. My name is (please print name
of individual signing) and my relationship to the entity named above is
4. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g),
Florida Statutes, means a violation of any state or federal law by a person with respect to
and directly related to the transaction of business with any public entity or with an agency
or political subdivision of any other state or with the United States, including, but not
limited to, any bid or contract for goods or services to be provided to any public entity or
an agency or political subdivision of any other state or of the United States and involving
antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material
misrepresentation.
5. I understand that "convicted" or "conviction" as defined in Paragraph
287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity
crime, with or without an adjudication of guilt, in any federal or state trial court of record
relating to charges brought by indictment or information after July 1, 1989, as a result of a
jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere.
6. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida
Statutes, means:
(1) A predecessor or successor of a person convicted of a public entity crime; or
(2) An entity under the control of any natural person who is active in the management
of the entity and who has been convicted of a public entity crime. The term "affiliate"
includes those officers, directors, executives, partners, shareholders, employees, members,
and agents who are active in the management of an affiliate. The ownership by one person
of shares constituting a controlling interest in another person, or a pooling of equipment
or income among persons when not for fair market value under an arm's length agreement,
I.
shall be a prima facie case that one person controls another person. A person who
knowingly enters into a joint venture with a person who has been convicted of a public
entity crime in Florida during the preceding 36 months shall be considered an affiliate.
7. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida
Statutes, means any natural person or entity organized under the laws of any state or of
the United States with the legal power to enter into a binding contract and which bids or
applies to bid on contracts for the provision of goods or services let by a public entity, or
which otherwise transacts or applies to transact business with a public entity. The term
"person" includes those officers, directors, executives, partners, shareholders, employees,
members, and agents who are active in management of an entity.
8. Based on information and belief, the statement which I have marked below is true
in relation to the entity submitting this sworn statement. (Please indicate which statement
applies.)
Neither the entity submitting this sworn statement, nor any officers, directors,
executives, partners, shareholders, employees, members, or agents who are active in
management of the entity, nor any affiliate of the entity have been charged with and
convicted of a public entity crime subsequent to July 1, 1989.
The entity submitting this sworn statement, or one or more of the officers,
directors, executives, partners, shareholders, employees, members or agents who are
active in management of the entity, or an affiliate of the entity has been charged with and
convicted of a public entity crime subsequent to July 1, 1989, AND (Please indicate which
additional statement applies.)
There has been a proceeding concerning the conviction before a hearing officer
of the State of Florida, Division of Administrative Hearings. The final order entered by
the hearing officer did not place the person or affiliate on the convicted vendor list.
(Please attach a copy of the final order.)
The person or affiliate was placed on the convicted vendor list. There has been a
subsequent proceeding before a hearing officer of the State of Florida, Division of
Administrative Hearings. The final order entered by the hearing officer determined that it
was in the public interest to remove the person or affiliate from the convicted vendor fist.
(Please attach a copy of the final order.)
The person or affiliate has not been placed on the convicted vendor list. (Please
describe any action taken by or pending with the Department of General Services.)
(Signature)
17
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this day of
2000 by (title) on behalf of
He/she is personally known to me or has produced
as identification and did ( ) did not ( ) take an oath.
(Notary Signature)
My Commission Expires:
Commission Number:
18
PAYMENT BOND
(This form provided by City of Sebastian as an example of the form of bond; the actual bond
form must conform to the standards required by Florida Statues)
KNOW ALL PERSONS BY THESE PRESENTS: that
(Name of Contractor)
(Address of Contractor)
a I hereinafter called PRINCIPAL, and
(Corporation, Partnership, or Individual)
(Name of Surety)
hereinafter called SURETY, are held firmly bound unto the City of Sebastian, Florida, whose address
shall be known as "City of Sebastian City Hall, 1225 Main Street, Sebastian, Florida 32958", and unto
all persons, firms and corporations who or which may furnish labor, or who furnish materials to
perform as described under the Contract and to their successors and assigns in the total aggregate
penal sum of 100% of the Contract amount equivalent to
(Written amount of Contract)
($ ) in lawfid money of the United States, for the payment of which sum well
and truly be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns,
jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the PRINCIPAL, entered into
a certain contract with the City of Sebastian, dated the day of , 2001, a copy
of which is hereto attached and made part hereof for THREE (3) RESTROOMS.
NOW THEREFORE, if the PRINCIPAL shall promptly make payment to all persons, firms, and
corporations famishing materials for or performing labor in the prosecution of the WORK provided
for in such contract, and any authorized extensions or modification thereof, including all amount due
for materials, lubricants, oil, gasoline, diesel fuel, electricity, repair on machinery, equipment and
tools, consumed or used in connection with the construction of such WORK, and for all labor cost
incurred in such WORK including that by a SUBCONTRACTOR., and to any mechanic or
materialman lien holder whether it acquires its lien by operation of State or Federal law; then this
obligation shall be void, otherwise to remain in full force and effect.
PROVIDED, that beneficiaries or claimants hereunder shall be limited to the SUBCONTRACTORS,
and persons, firms, and corporations having a direct contract with the PRINCIPAL or its
SUBCONTRACTORS.
PROVIDED, FURTHER, that the said SURETY for value received hereby stipulates and agrees that
no change, extension of time, alteration or addition to the terms of the contract or to the WORK to
be performed thereunder or the SPECIFICATIONS accompanying the same shall in any way effect
its obligation on this BOND, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of this contract or to the WORK or to the SPECIFICATIONS.
PROVIDED, FURTHER, that no suit or action shall be commenced hereunder by any claimant: (a)
Unless claimant, other than one having a direct contract with the PRINCIPAL shall have given
written notice to any two of the following: The PRINCIPAL, the CITY, or the SURETY above
named, within ninety (90) days after such claimant did or performed the last of the work or labor,
or furnished the last of the materials for which said claim is made, stating with substantial accuracy
the amount claimed and the name of the party to whom the materials were furnished, or for whom
the work or labor was done or performed. Such notice shall be served by mailing the same by
registered mail or certified mail, postage prepaid, in an envelope address to the PRINCIPAL, CITY,
or SURETY, at any place where an office is regularly maintained for the transaction of business, or
served in any manner in which legal process may be served in the State of Florida save that such
service need not be made by a public officer. (b) After the expiration of the one (1) year following
the date on which PRINCIPAL ceased work on said CONTRACT, it being understood, however,
that if any limitation embodied in the BOND is prohibited by any law controlling the construction
hereof, such limitation shall be deemed to be amended so as to be equal to the minimum period of
limitation permitted by such law controlling the construction hereof.
PROVIDED, FURTHER, that it is expressly agreed that this BOND shall be deemed amended
automatically and immediately, without formal and separate amendments hereto, upon amendment
to the Contract not increasing the contract price more that 20 percent, so as to bind the PRINCIPAL
and the SURETY to the full and faithful performance of the Contract as so amended. The term
"Amendment", where ever used in this BOND and whether referring to this BOND, the contract or
the Loan Documents shall include any alteration, addition, extension or modification of any character
whatsoever. THIS SPACE LEFT BLANK INTENTIONALLY, CONTINUED NEXT PAGE -
0)1
(Address)
ATTEST:
(Surety Typed or Printed)
(Witness to Surety) (Attomey-in-Fact (Signature)
(Address)
Printed Name and Title
(Address)
Note: Date of Bond must not be prior to date of Agreement. If the Contractor is a partnership, all
partners should execute the Bond.
IMPORTANT: SURETY COMPANIES EXECUTING BONDS MUST APPEAR ON THE TREASURY
DEPARTMENT'S MOST CURRENT LIST (CIRCULAR 570 AS AMENDED) AND BE AUTHORIZED TO
TRANSACT BUSINESS IN THE STATE OF FLORIDA.
PERFORMANCE BOND
(This form provided by City of Sebastian as an example of the form of bond, • the actual bond
form must conform to the standards required by Florida Statues)
KNOWN ALL PERSONS BY THESE PRESENTS: that
(Name of Contractor)
(Address of Contractor)
a hereinafter called Principal and
(Corporation, Partnership or Individual)
(Name of Surety)
(Address of Surety)
hereinafter called Surety, are held and fimily bound unto the City of Sebastian, Florida, whose address shall be
known as "City of Sebastian City Hall, 1225 Main Street, Sebastian, Florida 32958, in the total aggregate penal
sum of 100% of the contract amount equivalent to
(written amount of contract)
(numerical amount)
in lawful money of the United States, for the payment of which sum well and truly to be made, we bind
ourselves, our heirs, executors, administrators, successors, and assigns jointly and severally firmly by these
presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain Agreement
with the City of Sebastian, dated the day of 2001, a copy of which is hereto attached and
made a part hereof, for THREE (3) RESTROOMS.
NOW THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings,
covenants, terms, conditions, and agreements of said contracts during the original term thereof, and any
extension thereof which may be granted by the City of Sebastian, with or without notice to the SURETY and
during the one year guaranty period and if the
PRINCIPAL shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and
save harmless the City from all costs and damages which it may suffer by reason of failure to do so, and shall
reimburse and repay the City for all costs which it may incur in making good any default, then this obligation
shall be void, otherwise to remain in full force and effect.
A:Pcfam mBond.wpd-5/28/97
WITNESS WHEREOF, this instrument is executed in counterparts, each of which
shall be deemed an original, this the day of 12001.
ATTEST:
(Principal)
(Principal Secretary) By:
(Signature)
(SEAL)
(Printed Name and Title)
(Witness as to Principal)
(Address)
(Address)
(Surety Typed or Printed)
ATTEST:
(Witness as to Surety) (Attorney -in Fact Signature)
(Address) (Printed Name and Title)
(Address)
Note: Date of Bond must not be prior to date of the Agreement.
If Contractor is a partnership, all partners should execute the Bond.
IMPORTANT: SURETY COMPANIES EXECUTING BONDS MUST APPEAR ON THE TREASURY
DEPARTMENT'S MOST CURRENT LIST (CIRCULAR 570 AS AMENDED) AND BE AUTHORIZED TO
TRANSACT BUSINESS IN THE STATE OF FLORIDA.
A:Perfr mm Bmd.wpd-5/28/97
3
PROVIDED, FURTHER, that the said SURETY, for value received hereby stipulates and agrees that no change,
extension of time, alteration or addition to the terns of the contract or to WORK to be performed thereunder or
the SPECIFICATIONS accompanying same shall in any way affect its obligation on this BOND, and it does
hereby waive notice of any such changes, extension of time, alteration or addition to the terns of contract or to
the WORK or to the SPECIFICATIONS.
PROVIDED, FURTHER, that it is expressly agreed that the BOND shall be deemed amended, automatically and
immediately, without formal and separate amendments hereto, upon amendment to the Contract not increasing
the contract price more than 20 percent, so as to bind the PRINCIPAL and the SURETY to the full and faithful
performance of the contract as so amended, the term "Amendment", wherever used in this BOND, and whether
referring to this BOND, the Contract or the Loan Documents shall include any alteration, addition, extension,
or modification of any character whatsoever.
PROVIDED, FURTHER, that no final settlement between the City of Sebastian and the PRINCIPAL shall
abridge the right of the other beneficiary hereunder, whose claim may be unsatisfied. The City is the only
beneficiary hereunder.
IN WITNESS WHEREOF, this instrument is executed in counterparts, each of which shall be deemed an
original, this the day of 2001.
ATTEST:
(Principal) Secretary
(SEAL)
(Witness as to Principal)
(Principal)
By:
Signature
Printed Name & Title
Address
PROVIDED, FURTHER that no final settlement between the CITY and the CONTRACTOR shall abridge the
right of any beneficiary hereunder, whose claim may be unsatisfied.
A-Tafo ==Bmclwpd-5/28/97
TECHNICAL SPECIFICATIONS
YACHT CLUB RESTROOM
DIVISION 1 - GENERAL REQUIREMENTS
01010 Summary of Work
A. Project consists of the furnishing of all labor, materials, equipment and services as required for the
construction of a furnished restroom building and as shown on the drawings and described in these
specifications.
B. The restroom building is to be attached to the south end of
Ae existing yacht club building located at the Sebastian Yacht Club on Indian River Drive in the City of
Sebastian.
01025 Measurement and Payment
A. Work under this contract will be paid Ks a lump sum.
B. The prices shall include all labor, materials, tools, and equipment required to complete the work.
C. Payment for repair and replacement of any existing utilities
will be included in the lump sum bid amount.
01050 Field Engineering
A. City shall stake location of facilities and provide horizontal and vertical stakes.
B. The Contractor shall verify limits of construction.
C. The Contractor shall keep records on project with sufficient detail so that as -built drawings may be
prepared.
D. The Contractor is responsible for establishing all finish grades.
01090 Referenced Standards
A. The latest edition of all referenced standards, including, but not limited to the following, are hereby made a
part of this Contract: The applicable portions of the Florida Department of Transportation's (FDOT)
Standard Specifications for Road and Bridge Construction and its supplements with changes pertaining
thereto, and the Indian River County (BRC) Water and Wastewater Utilities Standards. Further, the
applicable portions of the Southern Standard Building Code shall apply to this project.
All construction of items covered in the referenced standards shall conform to the Standard Specifications
and Plans unless shown otherwise herein. The CONTRACTOR shall have in his possession a copy of all
Contract Documents.
C. Applicable Standards listed in these Specifications include, but are not necessarily limited to, standards
promulgated by the following agencies and organizations:
1. AASHTO = American Association of State Highway and Transportation Officials, 341 National
Press Building, Washington, D.C. 20004.
2. ACI = American Concrete Institute, Box 19150, Redford Station, Detroit, Michigan 48219
3. AISC = American Institute of Steel Construction, Inc. 1221 Avenue of the Americas, New York,
N.Y. 10020
4. ASTM = American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103
5. NEC = National Electrical Code (see NFPA).
6. NFPA = National Fire Protection Association (Life Safety Code) 470 Atlantic Avenue, Boston,
MA 02210.
S
DIVISION 1
01010
01025
01050
01090
01300
01400
01500
01700
DIVISION 2
02200
02250
02660
DIVISION 3
03100
03200
03300
DIVISION 4
04100
04150
04200
DIVISION 5
05100
05200
DIVISION 6
06010
06100
DIVISION 7
07100
07300
07600
07900
DIVISION 8
08100
08700
DIVISION 9
09700
TECHNICAL SPECIFICATIONS
BSSCN PLAYGROUND
GENERAL REQUIREMENTS
Summary of Work
Measurement and Payment
Field Engineering
Referenced Standards
Submittals
Quality Control
Temporary Facilities and Controls
Project Closeout
SITE WORK
Earthwork
Soil poisoning
Water and Sewer Utilities
CONCRETE
Concrete Formwork
Concrete Reinforcement
Cast -In -Place Concrete
MASONRY
Mortar
Masonry Reinforcement
Unit Masonry
METALS
Structural Metal Connections
Pre -fabricated Connections
WOOD AND PLASTICS
Lumber
Rough Carpentry
THERMAL AND MOISTURE PROTECTION
Waterproofing
Fiberglass Shingle Roofing
Flashing and Sheetmetal
Sealants and Caulking
DOORS AND WINDOWS
Fiberglass Doors and Metal Frames
Hardware and Specialties
FINISHES
Epoxy Flooring
PAGE
1
1
1
2
2
2
3
3
5
5
6
7
7
7
9
9
9
10
10
12
12
12
12
13
13
15
69900 Painting
DIVISION 10 SPECIALTIES
10161 Toilet Partitions
10800 Toilet and Bath Accessories
10850 Mirrors
DIVISION 15 MECHANICAL
15400 Plumbing
DIVISION 16 ELECTRICAL
kR
18
19
21
22
16400 Service and Distribution 24
TECHNICAL SPECIFICATIONS
BSSCN PLAYGROUND RESTROOM
DIVISION 1- GENERAL REQUIREMENTS
01010 Summary of Work
A. Project consists of the furnishing of all labor, materials, equipment and services as required for the
construction of a famished restroom building and as shown on the drawings and described in these
specifications.
B. The restroom building is to be located at the north end of the playground in the Barber Street Sports
Complex North in the City of Sebastian as shown on the drawings, Sheet 1, Site Plan.
01025 Measurement and Payment
A. Work under this contract will be paid per the Terms & Conditions as stated in the agreement document as a
lump sum
B. The prices shall include all labor, materials, tools, and equipment required to complete the work.
C. Payment for repair and replacement of any existing utilities
will be included in the lump sum bid amount.
01050 Field Engineering
A. City shall stake location of facilities and provide horizontal and vertical stakes.
B. The Contractor shall verify limits of construction.
C. The Contractor shall keep records on project with sufficient detail so that as -built drawings may be
prepared.
D. The Contractor is responsible for establishing all finish grades.
01090 Referenced Standards
A. The latest edition of all referenced standards, including, but not limited to the following, are hereby made a
part of this Contract: The applicable portions of the Florida Department of Transportation's (FDOT)
Standard Specifications for Road and Bridge Construction and its supplements with changes pertaining
thereto, and the Indian River County (IRC) Water and Wastewater Utilities Standards. Further, the
applicable portions of the Southern Standard Building Code shall apply to this project.
B. All construction of items covered in the referenced standards shall conform to the Standard Specifications
and Plans unless shown otherwise herein. The CONTRACTOR shall have in his possession a copy of all
Contract Documents.
C. Applicable Standards listed in these Specifications include, but are not necessarily limited to, standards
promulgated by the following agencies and organizations:
1. AASHTO = American Association of State Highway and Transportation Officials, 341 National
Press Building, Washington, D.C. 20004.
2. ACI = American Concrete Institute, Box 19150, Redford Station, Detroit, Michigan 48219
3. AISC = American Institute of Steel Construction, Inc. 1221 Avenue of the Americas, New York,
N.Y. 10020
4. ASTM = American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103
5. NEC = National Electrical Code (see NFPA).
6. NFPA = National Fire Protection Association (Life Safety Code) 470 Atlantic Avenue, Boston,
MA 02210.
6. NFPA = National Fire Protection Association (Life Safety Code) 470 Atlantic Avenue, Boston,
MA 02210.
7. SBCC = Southern Building Code Congress International, Inc. 900 Montclair Road, Birmingham,
AL 35213.
8. SBC = Standard Building Code, latest adopted edition.
9. Standard Plumbing Code
10. Indian River County Water and Utilities
01300 Submittals
A. General: Coordinate submittals with progress schedule and actual progress of work; allow five (5) working
days for Engineer's processing of submittals requiring review and approval. Use transmittal form to
establish complete record of submittals.
B. Copies Required The Contractor shall submit three copies of each Shop Drawing. Re -submissions of Shop
Drawings shall be made in the same quantity until final approval is obtained.
C. Set of Samples: Submit two (2) sets; one set will be returned. Submit full documentation with each set.
Except as otherwise indicated, sample submittals are for the City Engineer's observations of color, texture,
pattern and "kind", as applicable. Maintain returned set at project site, for purpose of quality control
comparisons.
C. The Contractor shall keep one set of Shop Drawings marked with the Engineer's approval at the job site at
all times.
E. The Contractor shall thoroughly review and check the Shop Drawings, and each and every copy shall show
his approval thereon. If the Shop Drawings show or indicate departures from the Contract requirements,
the Contractor shall make
specific mention thereof in his letter of transmittal. Failure to point out such departures shall not relieve the
Contractor from his responsibility to comply with the Drawings and Specifications.
F. The Contractor's approval and submission of the Shop Drawings to the Owner represents that he has
determined and verified all field measurements, field construction criteria, material catalogue numbers and
similar data and that he has checked and coordinated each Shop Drawing and sample with the requirements
of the work and Contract Documents.
G. Commencement of Work: Any portion of the work requiring the submission of a Shop Drawing, sample
and equipment and/or material brochure shall not be commenced until after approval of said submission by
the Owner. Work shall be done in accordance with the approved submission.
H. Interior color selections will be made by the Owner ONLY after receipt of complete set of samples and
Shop Drawings as required by interior work. Failure to submit one or more required sample will result in
delay of color selection until all samples are received.
OWNER'S Review: Shop Drawings, samples, material and equipment brochures received by the Owner
which are not signed and dated by the Contractor indicating thorough review and approval by the
Contractor for compliance with the Contract Documents will be returned to the CONTRACTOR without
frather action. Owner's checking is only for general conformance with the design concept of the Project
and general compliance with the information given in the Contract Documents. Any action taken is subject
to the requirements of the plans and specifications. Contractor is responsible for: quantities, dimensions
which shall be confirmed at the job site; fabrication processes and techniques of construction; coordination
of his work with that of all other trades and the satisfactory performance of his work.
01400 Ouality Control
A. Tests and Inspections:
1. Costs for tests and inspections shall be paid by the Owner except as otherwise specified herein.
2. If the results of any test or inspections indicates failure to meet the specified requirements, the
Contractor shall reimburse the Owner for the costs of re -testing or re -inspection.
3. Excessive inspection costs incurred due to faulty or improper scheduling, or by unsuitable or
wasteful work practices by the Contractor or any of his subcontractors shall be reported to the
Engineer by the Inspector involved with such work, and such costs, if detarrumed to be excessive,
shall be reimbursed to the Owner by the Contractor.
4. Manner of Work - When in the opinion of the Engineer, tests or inspections are required because
of the manner in which the Contractor does his work, such as: questionable quality of
materials and/or workmanship, questionable sources of material, substitution of materials or
sources of same for those previously accepted, or failure of material to comply with specification
or plan requirements; such tests or inspections shall be reimbursed to the Owner by the Contractor.
5. Reimbursements to the Owner for costs of tests and inspections shall be by Deductive Change
Orders from the Contract Sum
B. Defective Materials: The Engineer reserves the right to demand for test or special examination any material
or part thereof to insure compliance with the specifications and he may reject any material or part judged
defective as a result of such tests and the Contractor shall replace such defective material or part with
material or part that does comply with the specifications at no additional expense to the Owner.
C. Reports: Test and inspection reports shall be written immediately upon conclusion of each procedure;
copies shall be provided to the following:
Owner
Engineer
Contractor
Building Department
D. Test Criteria: The specific test and inspection procedures and their required results are enumerated herein
by reference to recognized standards and shall be the required method for testing and judging the results
unless deviations from the standards are specifically mentioned.
01500 Temporary Facilities and Controls
A. Purchase electric power or provide portable electric power for the construction of the project. Provide for
the extension of utility lines to the point of usage.
B. Make arrangements for developing water sources and supply all labor and equipment to collect, load,
transport, and apply water as necessary for compaction of materials, concrete construction operations,
testing, dust control, and other construction use.
C. Furnish potable drinking water in suitable dispensers and with cups for use of all employees at the job site
during the entire construction period.
D. Provide temporary chemical toilet facility. Maintain these during the entire period of construction under
this Contract for the use of all construction personnel on the job.
Chemical toilets and their maintenance shall meet the requirements of the State and local health regulations
and ordinances. Any facilities or maintenance methods failing meet these requirements shall be corrected
immediately.
E. Full time watchmen will not be specifically required as a part of the Contract, but the Contractor shall
inspect the area daily and take whatever measures are necessary to protect the safety of the public,
workmen, and materials, and provide for the security of the site, both day and night
01700 Project Closeout
A. Record Documentation:
1. Record Drawings - Maintain a complete set of blue/black-line printings of Contract Drawings and
Shop Drawings for record mark-up purposes throughout the Contract time. Mark-up drawings
during the course of the work to show changes and actual installation conditions, sufficient to
form a complete record for OWNER'S purposes. Give particular attention to work which will be
concealed and difficult to measure and record at a later date, particularly work which may require
servicing or replacement during the life of the project. Request subcontractors and mechanic s
marking the prints to sign and date each mark-up.
2. Maintenance Manuals - Provide three ring vinyl -covered binders containing required maintenance
manuals, properly identified and indexed. Include operating and maintenance instructions;
extended to cover emergencies, spare parts, warranties, inspection procedures, diagrams, safety,
security, and similar appropriate data for each system or equipment item.
B. Operator Instructions:
Require each installer of systems requiring continued operation/maintenance by Owner's operating
personnel, to provide on location instruction to Owner's personnel, sufficient to ensure safe,
secure, efficient, non -failing utilization and operation of systems.
C. Final Cleaning:
At closeout time, clean or re -clean entire work to normal level for "first class" maintenance/cleaning of
building projects of a similar nature. Remove non — permanent protection and labels, polish glass,
clean exposed finishes, touch-up minor finish damage, clean or replace filters of mechanical systems,
remove debris and broom -clean non -occupied occupied spaces, sanitize plumbing facilities, clean light
fixtures and replace burned-out/dimmed lamps. Police grounds in the construction area, and perform
similar cleanup operations needed to produce a "clean" condition as determined by Engineer and Owner's
Representative.
D. Procedures at Substantial Completion:
1. Prerequisites - Comply with General Conditions and complete the following before requesting the
Building Department inspection of the work, or designated portion thereof, for substantial
completion.
Complete installation of building and equipment to such level as the Owner could, if necessary,
occupy the facilities.
Submit executed warranties, workmanship bonds, maintenance agreements, inspection certificates
and similar required documentation for specific units of work, enabling Owner's unrestricted
occupancy and use.
Complete instruction of Owner's operating personnel, and start-up of systems
Complete final cleaning, and remove temporary facilities and tools.
2. Inspection Procedures - Upon completion of Contractor's own punch list items and receipt of
Contractor's request for inspection, Building Inspector will either proceed with inspection or
advise Contractor of prerequisites not fulfilled. Following initial inspection, Inspector will either
prepare certificate of substantial completion, or advise Contractor of work which must be
performed prior to issuance of certificate; and repeat inspection when requested and assured that
work has been substantially completed. Results of completed inspection will from initial "punch -
list" for final acceptance.
E. Procedures at Final Acceptance:
Upon receipt of Contractor's notice that work has been completed, including punch -list items resulting from
earlier inspections, and excepting incomplete items delayed because of acceptable circumstances, Building
Inspector will re -inspect work. Upon completion of re -inspection, Engineer will either recommend final
acceptance and final payment, or advise Contractor of work not completed or obligations not fulfilled as
required for final acceptance. If necessary, procedure will be repeated.
DIVISION 2 - SITE WORK
02200 -EARTHWORK
A. Work Included:
1. Site grading
2. Excavation and back -filling
3. Soil erosion control
B. Specification references:
The work specified in this Section shall conform to Section 120 of the Florida Department of
Transportation Standard Specifications for Road and Bridge Construction, latest edition, except as modified
herein.
[�UtIF
1. City will provide satisfactory fill materials delivered to the site.
2. "Satisfactory fill materials" include clean sand, free of roots, clay, organic or other deleterious
materials, properly worked to obtain optimum moisture and compaction.
D. Site Preparation
1. Excavate and remove from the construction area all surface organic and soils that contain organic
matter.
This cleating should extend 1 foot outside the imprint area of the pavement and other foundation
structures.
2. Fill necessary to bring the construction area up to planned grade shall consist of clean granular
materials, provided by the City delivered to the site. The fill shall extend at least 1 foot outside the
imprint area of the structure. A minimum testing frequency is one test per 2500 square feet of
compacted fill per 12 inch lift The fill shall be spread in loose layers of 12 inches (maximum) and
compacted to the following percentages of maximum density as determined by AASHTO T-180:
subgrade beneath structures, sidewalks, and paved areas- 98%, surfaces beneath grassed or
landscaped areas- 95%.
3. The Contractor shall be responsible for disposal of waste and excess material.
E. Erosion Control
1. Soil erosion control is necessary to prevent silt from being carried down the bank to the asphalt
pavement; silt fences are to be installed along the west and south sides of, and spaced approximately
4'from the excavation perimeter.
2. Silt fences shall be removed when they have served their useful purpose.
02250SOIL POISONING
A. Provide soil treatment for Termite control, as herein specified. In addition to the requirements of these
specifications, comply with the manufacturer's instructions and recommendations for all phases of the
Work.
B. Treat compacted soil under all slabs and extending five (5) feet beyond building perimeter at the rate of one
gallon per ten square feet and at the rate of two (2) gallons per five (5) lineal feet of foundation with Dow
"Dursban T.C.". Treatment shall not be made when ground is excessively wet or directly after heavy rains.
C. Reapply treatment to areas disturbed by subsequent excavation or other construction activities following
application.
D. Provide a written guarantee certifying that chemicals having the required concentration and rate of
application have been applied and that soil treatment will prevent the attack of subterranean termite for a
period of at least five (5) years.
02660 -WATER AND SEWER UTILITIES
A. All work under this section shall be as shown on the site plan.
B. All water and wastewater utility construction shall be in accordance with IRC Water and Wastewater
Utilities Standards.
C. All septic tank and absorption bed construction shall conform to the Florida Department of Health and
Rehabilitation Service, Chapter 10 D-6, Standards for On -Site Waste Disposal Systems.
D. The soil percolation test has been completed by the Health Department. The top of the septic tank is to be
20 inches above the existing grade. The restroom finished floor elevation has been set at 22.94 feet (relative
to the IBM P.K. nail assigned at 20.00 feet as shown on the site plan) and based on a 20 -foot run from the
water closet to the wall of the septic tank. The contractor shall advise the City Project Engineer if a higher
restroom slab elevation is required.
E. Submit shop drawings indicating structure loading for septic tank meeting AASHTO H-20.
F. Paint interior of septic tank with Koppers Bitumastic No. 300-M, according to manufacturer's
recommended rates of application, and standard specifications.
DIVISION 3 - CONCRETE
03100 - CONCRETE FORMWORK
A. Adequate and safe design of formwork is the responsibility of the Contractor. Applicable provisions of
ACI 'Recommended Practice for Concrete Formwork ACI 347, are hereby made a part of this.
specification. Install sleeves, inserts, anchors and other fastening devices required for fastening of other
work, forms, and footings, columns and beams.
B. All Forms and soil under concrete slabs shall be thoroughly wetted before placement
03200 - CONCRETE REINFORCEMENT
A. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI -318-71 are hereby made
a part of this specification. Work in this section shall conform to these requirements.
B. Deformed Bars shall meet ASTM A-615 grade 60. Bending shall be done without heating. Reinforcement
shall be securely tied in position in forms having not less than 1 1/2" coverage in beams, slabs and columns
and not less than 3" in footings. Provide bent bars at all corners of footings and tie beams.
C. Wire mesh shall meet ASTM A-185 and be 6" x 6" #10 gauge welded wire fabric unless otherwise shown
on the Drawings. Raise mesh at least 1" above bottom of slab.
03300 -CAST -IN-PLACE CONCRETE
PART 1 - MATERIAL REQUIItEMENTS:
Cast -In -Place Concrete shall meet the following requirements:
A. Portland Cement: American Standard Brand per ASTM C-159, Type 1.
B. Fine Aggregate: Shall be sharp, clean passing a #8 sieve meeting ASTM C -33.
C. Coarse Aggregate: ASTM C -33 gravel or crushed stone. Size graded from 1" down. Size for column and
beam pours shall be 1/2" and down.
D. Water: Shall be potable quality.
E. Strength: All concrete shall be 3000 PSI at 28 days unless shown otherwise on the Drawings.
PART 2- FINISHES
A. Force coarse aggregate from surface, screed level and float, machine trowel smooth finish. Add broom
texture and edge finish.
B. Place concrete as near to final position as possible to avoid segregation from excessive handling.
C. Mechanical vibrator shall be employed to work concrete around reinforcing steel, embedments and comers.
D. Partially hardened or re -tempered concrete shall not be used in any part of the project. Water shall not be
added to the design mix without written approval of the Engineer. Concrete so altered shall be removed and
necessary repairs made to replace same at no additional expense to the Owner.
E. Honeycombing or planes of weakness apparent in the exposed concrete work shall be patched or removed
and replaced at the discretion of the owner. Such repairs shall be made at no additional cost to the Owner.
B. Continuous pipe screeds shall be employed by Contractor to ensure even and uniform slopes as shown on
the Drawings.
G. Exposed concrete shall be hand rubbed to uniform appearance, all voids floated.
PART 3- TESTING
A. Slump and cylinder tests shall be made of all structural concrete in footings, and floors.
B. Testing Procedure
I. Standard 6 inch x 12 inch cylinders made of concrete for foundations, columns beams and slabs
per ASTM C-143. Take from the same batch for each 50 cubic yards or fraction thereof and at
least four (4) cylinders from each day's pour. Cure cylinders; one broken at 7 days; one at 14
days, one at 28 days; one held in reserve.
2. Prepare and mark test cylinders and deliver them to an independent laboratory approved by the
Owner. Laboratory tests paid for by the Owner.
3. If formal cylinder test is below specified minimum strength the owner may require core tests of
hardened concrete in place to be made per ASTM C -42. If this test shows strength to be below
specification, concrete in question shall be removed and replaced without cost to the Owner. Other
work damaged by such repair shall be replaced at no cost to the Owner. Patching of test core sites
shall be performed by the Contractor.
Maximum slump shall be 5 " t 1
C. Time: Concrete shall be placed within 90 minutes of adding cement and aggregate or within 45 minutes of
adding water and admixtures.
DIVISION 4 - MASONRY
04100 - MORTAR
A. Provide mortar conforming to ASTM C-91 for Masonry Cement, and ASTM C-150 for Portland Cement.
B. Sand for mortar shall be clean, hard, sharp sand conforming to ASTM C-144. Water for mortar shall be
potable.
C. Mortar for use below grade shall be Type M (one part Portland Cement, one part Type II Masonry cement
and six parts sand by volume). Mortar for use above grade shall be Type M or N (one part Type U masonry
cement and three parts sand by volume).
D. Grout shall conform to ASTM C-476. Aggregates for grout to meet ASTM C404 or ASTM C-144.
E. Grout shall reach compressive strength of 2,500 psi Q 28 days.
F. Slump for grout shall be 9" 11".
04150 - MASONRY REINFORCEMENT
A. Provide "Dur -O -Wall" standard weight all galvanized 9 gage ladder ties at every second course of concrete
masonry units. Lap splices 6" min.
B. Prefabricated comers and tees shall be provided in each course with ladder ties.
C. Top course and two courses above all openings shall be reinforced 24" beyond opening.
D. Install vertical deformed bars centered in walls are as shown on drawings. All cells so reinforced shall be
solidly grouted between poured concrete beams with column grade concrete.
04200 - UNIT MASONRY
A. The Contractor shall famish all materials, labor, and equipment necessary for the installation and
completion of all masonry work.
B. Concrete block units shall conform with ASTM C-90. Provide all shapes and sizes required to complete
the Work with a minirmnn of catting and piecing. Placement of unit masonry shall be straight plumb and
true to a tolerance of 1/8" in ten feet
C. Nominal masonry unit sizes and vent unit size shall be as specified on the drawings.
D. Provide clean-out opening at bottoms of all cells to be filled at each lift or pour of.grout, when such lift or
pour is in excess of 4 feet in height. Seal clean -outs after inspection and before grouting.
E. Build in bolts, straps, hangers, inserts and other anchorage devices required to support framing and other
attachments required, as the work progresses.
F. Lay concrete block in running bond with successive courses in stack bond. Mortar joints to be 3/8", tooled
as shown on the Drawings.
G. Provide temporary bracing as required to support new concrete block wall panels and as required by
Engineer.
H. Split face unit masonry shall be 8" x 8" x 1' — 4" (nominal) split face concrete masonry units. Comer and
other special units shall be used to provide complete job.
I. Tarmac Demaco Block, Mushroom E0034, or equal shall be used.
I Provide sample block for Engineer's review.
DIVISION 5 - METALS
05100 - STRUCTURAL METAL CONNECTIONS
A. Truss connector plates shall be hot dip galvanized steel and shall be from one plate manufacturer.
B. Fumish all anchors, clamps, bolts, screws, etc., required for the completion of the work. After fabrication
and installation round rough edges and comers in accessible areas.
05200 - PRE -FABRICATED CONNECTIONS
A. Provide Simpson Strong -Tie hangers and hurricane clips as shown on the Drawings.
B. Material: Hot dip galvanized steel.
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DIVISION 6 - WOOD AND PLASTICS
06010 - LUMBER
A. Truss framing and finish lumber shall be dense Southern Yellow Pine, straight and true. Material shall be kiln
dried to maximum 19% moisture content
B. Factors and grades as follows, unless otherwise noted on drawings:
Concealed work and roof sheathing shall be # 2 and better.
2. Blocking, bracing, and milers (excepting roof sheathing) shall be utility grade pressure treated and
provided as required.
Fascia and soffit shall be dense Southern Yellow Pine, and shall match fascia and soffit of existing
building.
06100 - ROUGH CARPENTRY
A. Contractor shall furnish all labor, materials and equipment necessary for the completion of Rough
Carpentry work as shown on the Drawings and hereinafter specified
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Interior ceiling finish shall be #2 or better 1" x 6" tongue and groove cypress.
D. Roof sheathing shall be 1/2" CDX plywood.
K.
L. The Contractor shall supply and install all rough hardware including bolts, plates, nails, anchors, brackets,
spikes, screws, clip hangers and other fasteners necessary for completion of the Work. Rough
hardware shall be Type 316 stainless steel or hot -dipped galvanized.
F. The Contractor shall provide anchors, blocking etc. required by other Sections to be built in. Provide
grounds and blocking for all Sections.
G. Nails shall be ring shank, stainless steel for all Work unless otherwise noted on the drawings. Subdrill
where necessary.
H. Remove wood, including form lumber, scrap lumber, shavings, and sawdust in contact with ground. Leave
no wood buried in fill or backfill. Do not bum any wood on job. Dispose of as required by the State of
Florida, U. S. Agencies, and
Indian River County.
Protect wood products delivered to the Site from wetting and moisture gain by storing on elevated sills and
by covering with well secured waterproof covers.
K. Fit framing closely, set accurately to required tines and levels, and secure rigidly in place. Set horizontal
and inclined members with crown edge up. Do not cut, notch, or bore structural members without the
owner's written approval. Bolt, nail and spike in a thorough manner. Framing members shall provide full
contact at all bearing surfaces.
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DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07100 - WATERPROOFING
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation and
completion of the work.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Coordinate waterproofing with other trades and make provisions for their work so as to avoid cutting and
patching. Protect completed membranes from damage until the building is completed.
D. Contractor shall famish and install 0.006" polyethylene vapor barrier under floor slab reinforcing bars and
welded wire mesh. Protect from damage until floor slab is poured.
07300 - FIBERGLASS SHINGLE ROOFING
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the
fiberglass roofing shingles as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. The Contractor shall provide a five-year written guarantee against any defects in material and workmanship
for roofing, flashing and complete roofing membrane.
D. Provide minimum 240# "Architectural' fiberglass glue tab shingles. Pattern and color to be selected by
owner.
E. Shingles shall be installed per SBCCI acceptance for 120 MPH wind zone. All fasteners for tintabs and
shingles shall be hand driven nails. Staples and gun shot nails are not acceptable.
07600 - FLASHING AND SHEETMETAL
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation and
completion of the flashing and sheetmetal work.
B. The work under this Section shall include, but not be limited to, flashing, counterflashing, curbs, cants, and
other devices shown on the Drawings or needed for a proper and complete installation.
C. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
D. When any inherent flashing which forms part of any equipment such as vent pipes, exhaust fans, electrical
devices, etc. is insufficient to make a waterproof connection with the roofing counter flashing, the roofing
sub -contractor shall furnish and install whatever additional flashing or counter flashing may be required to
make a given connection waterproof.
12
E. Soil and vent pipes extending through roof shall be flashed with flashing furnished under the Plumbing
Section and installed under this Section.
F. All exposed flashing, counterflashing, stops, etc. shall be 16 oz. copper sheet. All shapes shall be formed on
a bending break. Imperfections such as holes, dents, creases, or crinkles will not be accepted. Nails to
fasten flashing shall be copper or bronze.
G. The angle of bends and the folds for interlocking the metal shall be made with full regard for expansion and
contraction to avoid buckling or fullness in the metal after it is in service. Provide for thermal expansion of
all flashing, counter flashing, stops, etc. with joints on 10 foot centers and located two (2) feet from comers
and intersections. Overlap adjacent pieces of continuous flashing a minimum of 8".
H. Conceal fasteners and expansion joints wherever possible. Fold back edges on concealed side of exposed
edges to form them. Do not face nail.
07900 - SEALANTS AND CAULKING:
A. Standard caulking compound for interior sealing shall be an acrylic latex compound such as DAP latex
caulk or DeWitt latex caulking. Color shall be manufacturer's standard paintable grade.
B. Sealant for exterior work shall be a semi -silicone product.
13
DIVISION 8 - DOORS AND WINDOWS
08100 - DOORS AND FRAMES
A. General: The Contractor shall supply all materials, labor and equipment necessary for the installation of all
metal doors and frames as shown on the Drawings.
B. Inspection: The Contractor shall examine all work in direct contact with or having an effect on the metal
doors and frames. If any defects are found that would have an adverse effect on his work, the Contractor
shall notify the owner in writing. If the Contractor proceeds with his work without affecting this
notification, it shall be construed as an acceptance by him of all preceding work.
C. The Contractor shall provide 5 3/4" x 2" 16 gage forged steel frames. Provide three mbber bumpers at
closure. Provide weather stripping and accessories as delineated on the drawings, Sheet 3, Door Schedule
and Section 08700, para. I of the Specifications.
D. Install frame with minimum of six wall anchors; frames shall be delivered with baked 20 mil coat of zinc
chromate alkyd primer.
E. The Contractor shall provide fiberglass full flush veneer doors. Doors to be hinged as shown on the
Drawings.
F. Frames shall be double hot dipped G-90 galvanized steel, painted per Section 09900.
G. Coat back of frame and wall anchors with coal tar epoxy.
H. Provide shop drawings per Section 01850.
08700 - HARDWARE AND SPECIALTIES:
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of all the
hardware and specialties.
B. The Contractor shall examine all work in direct contact with or having an effect on all hardware and
specialty items. If any defects are found that would have an adverse effect on his work, the Contractor shall
notify the owner in writing. If the Contractor proceeds with his work without affecting this notification, it
shall be construed as an acceptance by him of all preceding work.
C. The hardware headings are intended to cover all the doors of the building and establish a standard of
quality and application. It is the specific duty of the hardware supplier to examine the plans and
specifications and advise the owner of any omissions or discrepancies. Authorization for change shall be by
addendum only. The omission of an item from this section does not relieve the Contractor from providing
hardware for all parts of the building where such items would normally be required in order to properly
complete the work.
Proposal is to cover the installation and furnishing of finish hardware as detailed. Proposal must
read "In accordance with plans and specifications", and is not to be qualified in any manner.
2. It is the responsibility of the hardware supplier to furnish hardware that conforms to all code
requirements.
D. All hardware shall be new and free from defects. Products are to be those specified. Any requests for
substitutions will require owners approval.
E. Items of hardware shall be packaged separately, labeled with corresponding symbols to that on the
hardware schedule to identify hardware location within building. Each container or package shall include
necessary fastenings, instructions, and installation templates to facilitate installation. All hardware shall be
delivered, transportation charges prepaid, to the job site or to the door manufacturer.
14
Furnish two (2) change keys with each lock set. All keys shall remain in the possession of the Contractor
under maximum security until Project completion. The Contactor will label the key at the time of
installation. Keys will be turned over to the Owner at Project completion. All doors to be keyed alike.
G. Installation:
Install and adjust for proper operation and function. Cover door knobs and other surfaces while all
finish work is in progress. Clean paint from exposed surfaces thoroughly before building is
occupied.
2. All fasteners shall be the type consistent with the job conditions and the quality of the hardware
and shall match in finish
3. Install stops and holders at approved locations.
a) On concrete and solid masonry with lead shields (rawl plugs not acceptable);
b) On hollow wall, with toggle bolts;
C) To doors with through bolts and grommet nuts or hex nuts as applicable.
H. Install finish hardware after operations causing dampness have been completed. At final completion, leave
hardware clean and free from disfigurement.
Hardware Schedule
All hardware must have maximum salt tolerance finish. Stainless steel is preferred; alternatives
may be recommended and subject to approval by the City Project Engineer.
2. DoorA—Men's Room and Women's Room
Push plate - S.S. (Rockwood) 70F 8x16 US32D or equal
Pull W/Plate - S.S. (Rockwood) 123x70C TB US32D or equal
Ball Bearing Hinges, stainless steel with stainless steel
pin - (Hager) BB 11914-1/2" x4-1/2" US32D NRP or equal
Dead Bolt; keyed one side electromagnetically operated (Schlage) L9464 US32D or equal
Kickplate; inside stainless steel (Rockwood) SMS US32D or equal
Door Closers; LCN Closer 4040PA SNB AL1 Doors Stops; Ives
Stop 444 PA28 or equal; must be set for 8.5 lb max. force to open
Note: Alternative to push-pull plates and eletromagnetically controlled deadbolt shall be an
eletromagnetically-operated, keyed door lever, ADA approved.
3. Door A — Mechanical Room
Storage lockset - (Schlage) L9464 US32D or equal
Hinges, with S.S. pin Hager) 1191 4-1/2"x4-1/2" US32D NRP or equal
Dead bolt; keyed one side - (Schlage) L9464 US32D or equal
Pemko Stops; Ives stop 444 PA28 or equal
4. B 1 and B2; as supplied by partition door supplier (Santana)
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DIVISION 9 - FIMBES
09700 EPDXY FLOORING AND BASE
A. The Contractor shall famish all materials, labor, and equipment necessary for the installation of the epoxy
floor and integral cove base as shown on the drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without affecting such notification, it shall be construed as an acceptance by him of
all preceding work.
Before starting work, verify existing slopes to floor drains
Function properly and do not leave standing water or 'bird baths." If such conditions are found to exist,
notify the Engineer before proceeding with the work
C. Epoxy/Sand Floor Finish
Interior floors shall be finished with "dur-a-quartz" epoxy sand flooring system as manufactured
by Dur -a -flex, Inc., Florida distributor Dur -a -bond, Inc., 142 NW 29th Street, Miami, Fl 33127
(305)523-4921 FAX (305)576-6533.
2. Apply flooring material using the 'broadcast method", minimum thickness shall be I". Surface
texture shall be non-skid.
3. Provide a continuous and seamless 4" wall base with floor, intersection of wall and floor shall
have a radius.
D. Submittals: Provide manufacturers literature and method of application for review. Provide color chart for
color selection
09900 -PAINTING
A. The Contractor shall furnish all materials, labor, and equipment necessary for the complete painting of all
non-prefinished work on the interior and exterior of the building as shown on the Drawings and as
hereinafter specified
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Painted surfaces shall receive at least two (2) coats over primer except as otherwise noted. Coats one and
two shall be visibly different in color when dry. Painting shall not be required on areas noted as being
covered with a prefinished material or as being unfinished-
D.
nfinished
D. Unless otherwise specified below, all paint and primers shall be a fast line product of Pittsburg, Benjamin
Moore, Sherwin Williams or Behr.
E. Painting Schedule
1. Exterior Wood: Soffit and Fascia
Apply wood preservative such as such as woodlife
2. Interior Wood: 1x6 cypress ceiling
16
Two coats Behr Plus 10 Semi -Transparent Stain color #337 Pinto
White
3. Floor:
Seal-Krete conc. Sealer or equal (available at Home Depot) apply
per manufacturer's instructions
The floors of the restrooms shall be finished with an epoxy/sand
floor finish as specified in Section 09700
4. Interior Concrete Block:
Two coats Behr plus 10 Masonry and Stucco Paint #B-570 Opal
5. Exterior Concrete Block
Seal-krete concrete sealer or equal (Sec 3. above)
6. Door Frames:
Behr #436 Exterior Primer; two coats Behr Exterior Satin Enamel
Color Cranberry to match interior partition door (see Section 10161 Part 2C.)
6. Fiberglass Door.
Same as above for Door Frame
F. Submittals
Provide color charts for verification of pre -selected colors and for selection of metal door and
frame colors.
17
DIVISION 10 - SPECIALTIES
10161 - TOILET PARTITIONS
PART 1 — GENERAL
A. 6" cont. Block toilet and urinal partitions, as shown on the drawings,
shall be built by the Contractor.
B. The toilet partitions doors shall be Santana POLY -MAR, and shall be installed by the supplier. The
Contractor shall be responsible for timely delivery of the partitions.
C. The Contractor shall examine all work in direct contact with or having an effect on his work If any defects
are found that would have an adverse effect on the erection or completion of the installation of the
materials, the Contractor shall notify the Owner in writing of the nature of the defects. If the Contractor
allows this work to proceed without effecting such notification, it shall be construed as an acceptance by
him of all preceding work
D. Requirements of the general conditions and special conditions apply to the work in this section. Work of
this section consists of, but is not limited to the following:
1. Toilet stalls, stall doors, screens and entry partitions.
2. Hardware, etc. for stalls.
3. Shop Drawings.
4. Guarantee per general conditions.
E. Submit three (3) sets of shop drawings, including details and a sample of each item of hardware for owner's
approval.
F. warranty: Santana warranty for partition doors
PART 2- MATERIALS
A. Toilet partitions and veinal screen shall be 6'yc8"x16" concrete masonry
Units reinforced and fastened to the 8" CMU walls as shown on the
Drawings.
B. The toilet partition doors shall be Santana POLY -MAR, 55" high,
color #410 Cranberry (available from Stambome and Associates, 941-646-
6445).
C. Each door shall be famished with one (1) POLY -MAR wall strip approximately 1"x4" for mounting the
door hinges; two (2) stainless steel door hinges; one (1) coat hookfbumper of heavy chrome plated Zamak
with rubber bumper.
D. Door mounting and latch hardware are to be stainless steel or Santane's
most corrosion resistant heavy duty hardware.
E. POLY -MAR materials are to arrive at the jobsite with special protective plastic covering.
PART 3 -INSTALLATION
A. Installation of partition doors shall be by the supplier in accordance with the manufacturer's standard
recommendations and the following:
18
I . All parts shall be erected in a substantial manner, straight, level and plumb.
2. No evidence of drilling, cutting or patching shall be visible in the finished work.
3. Clearance at vertical edges of doors shall be uniform top to bottom and shall not exceed 3/16".
4. Finished surfaces shall be cleaned after installation and left free of imperfections.
10800 - TOILET AND BATH ACCESSORIES
PART 1 - GENERAL
A. The Contractor shall furnish all materials, labor and equipment necessary for the installation of the toilet
and bath accessories as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work. (Also see Part 3, Paragraph A, 1-3)
C. Quality Assurance:
1. Manufacturers: Model numbers are for washroom accessories manufactured by Bobrick
Washroom Equipment Co., Inc, and are listed as a standard of quality. Equivalent products of
other manufacturers may be acceptable, if, in the judgment of the owner, they meet the intent of
the specification in terms of design, function, materials, and quality of workmanship. Other
manufacturers may be proposed for consideration by submitting technical data sheets for each unit
required no later than ten (10) days prior to bid date.
2. Accessories shall be products of a single manufacturer except for the soap dispensers, hand dryer
and waste receptacle as indicated on the drawings, Sheet 3, Bathroom Accessory Schedule.
D. Submittals:
A submittal folder containing the manufacturer's catalog, data sheets, parts list, and all keys supplied by
manufacturer must be presented to the Owner at the completion of the installation for the owner's
permanent records.
E. Product Delivery. Storage, and Handling
1. Deliver items in manufacturer's unopened, original protective packaging.
2. Store materials in original protective packaging in a secured area to prevent soiling, physical
damage, wetting, or theft.
3. Maintain protective covers on all units and handle so as to protect the finish.
F. Guarantee:
All accessories to be guaranteed for a full year against factory defects. Angle frame mirrors shall have a 15 year
guarantee against silver spoilage and channel frame mirrors shall have a 10 year guarantee against silver
spoilage.
PART 2- PRODUCTS
A. Accessory Schedule
19
NOTE: All finishes shall be brushed stainless steel BOBRICK Washroom Accessories and WORLD
HANDRYER.
1. Men's Washroom
(2) Grab Bar: B-6806 42" and B 6806 36" with tamper -proof mounting bolts.
(1) Toilet tissue dispenser B-2893
(1) Soap Dispenser Impact 4040 (available from Southern Janitor Supply Inc., Melbourne)
(1) Paper Towel Dispenser Bobrick 262
(1) Electric Hand Dryer WOR -A5 #973 (brushed s.s. cover) w/non-
swivel nozzle
(1) Waste Receptacle Rubbermaid 3546 w/Untouchable Top 3548
Color LG (available from Southern Janitor Supply Inc, Melbourne
2. Women's Washroom
(2) Grab Bar: B-6806 42" and B6806 36" with tamper -proof mounting bolts.
(1) Toilet tissue dispenser B-2893
(1) Feminine Napkin Disposal B-271, surface mounted
(1) Soap Dispenser Impact 4040
(1) Electric Hand Dryer WOR- A5 #973 (brushed s.s. cover) w/non-
swivel nozzle
(1) Paper Towel Dispenser B-262
(1) Waste Receptacle Rubbermaid 3546 w/Untouchable Top 3548 color
LG
PART 3 -EXECUTION:
A.Inspection:
1. Check wall opening for correct dimensions, plumbness of blocking or frames, and other
preparation that would affect installation of accessories.
2. Verify spacing of plumbing fixtures and toilet partitions that affect installation of accessories.
3. Do not begin installation until openings and surfaces are acceptable.
B. Installation:
Install accessories at locations and heights indicated on the drawings, level and plumb. Installation
methods shall be in accordance with manufacturer's recommendations and ADA specifications.
2. Install manufacturer's recommended anchor system for all grab bars. Conceal evidence of drilling,
cutting and fitting on adjacent finishes.
3. Fit flanges of accessories snug to wall surfaces. Provide for caulking in gaps between return
flanges and finish wall if necessary.
4. Contractor shall be responsible for ADA compliance.
20
C. Final Details:
I. Adjust accessories for proper operation.
2. Clean exposed surfaces prior to final inspection.
3. Deliver accessories schedule, keys and parts and service sheets as part of close out documents for
Owner's permanent records.
10850 - MIRRORS
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of all mirrors
as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Provide 16" x 24" Bobrick B-165-1624 framed mirror.
D. Contractor shall install mirrors as per manufacturer's recommendations and as per plan and elevations.
Mounting brackets shall be square and plumb.
21
DIVISION 15 - MECHANICAL
15400 - PLUMBING
A. Scone
Plumbing contractor shall furnish all labor, materials and equipment necessary for the complete installation
of the soil and vent piping, water service, tap valves, boxes, and cold water supply system; plumbing
fittings and fixtures; and all related fittings and controL
A schedule 40 4" PVC waste pipe shall be capped off approximately 6' from building as shown on the
drawing, Sheet 1; to be connected to lift station by others.
B. Specifications and Drawings
1. The drawings indicate the general arrangement of the plumbing systems. These specifications and
drawings shall supplement each other. Equipment and piping shall fit into the space allocated and
shall provide all necessary clearance for service and maintenance.
2. Changes: Deviations or substitution of equipment shall be coordinated with effected trades and
provided at no additional cost to the Owner.
3. Errors and omissions: All obvious errors and/or omissions in the construction documents shall be
called to the attention of the Engineer at least four days prior to the bid date. If notification is not
received no extras to the original drawings and specifications will be authorized.
C. Codes and Standards
Plumbing work provided shall conform to the local, state and national Plumbing Codes and other
applicable rules, regulations, codes, standards, ordinances and laws, including ADA regulations.
D. Permits and Inspections
The plumbing contractor shall procure all permits and pay all fees associated with the permitting
installation and inspection process. The Plumbing Contractor shall coordinate all inspections with the
General Contractor.
E. Materials
1. Sanitary waste: PVC Schedule 40.
2. Copper Water Piping: (a) Below grade - Soft copper type "K". (b) Above grade -Type "L" sweated
or flanged
3. Joints to be wrought or cast bronze. Lead free solder is to be used on alljoints.
4. Exposedplumbing traps shall be chrome plated brass. Concealed plumbing traps may be PVC.
5. All final connections to plumbing fixtures shall be valved Exposed piping and valves shall be
chrome plated brass.
6. Air chambers, at least one pipe size larger, shall be installed at each fixture. Provide an additional
air chamber for each main water riser.
7. Fixtures: See schedule.
F. Installation
1. All water piping within the building shall be copper and run continuous. All piping shall be
properly supported with hangers of compatible material and all water pipes passing through
22
concrete shall be sleeved to prevent chemical reactions. Piping passing through fire rated walls
and floors shall be protected using listed fire rated assemblies.
2. Verify locations of sewer and water connections before installing.
3. All escutcheons shall be caulked to prevent intrusion of water. All plumbing fixtures, when
applicable, shall be caulked to the surrounding surface.
4. On completion of work, remove all excess material, equipment and
debris. Leave work in clean condition for general contactor.
5. Water piping shall be tested at 150 PSI for eight hours. Sanitary piping shall be tested at 10' of
head for eight hours.
6. Sloan flush valves shall be located in Mechanical Room
G. Guarantees
1. Guarantee all equipment, material and workmanship to conform with this section of the
specifications. Parts defective or not as specified shall be replaced in the system and retested, at no
additional cost to the Owner, for a period of two years after formal acceptance of the completed
work
2. Contractor is to famish Owner with as built drawings and shop drawings of all equipment.
23
DIVISION 16 - ELECTRICAL
16400 - SERVICE AND DISTRIBUTION
PART 1 -GENERAL
A. The requirements of the general, supplementary and special conditions of the contract specifications and
drawings are hereby made a part of this section of the specifications.
B. It is the intent of the plans and specifications to provide a complete and operating installation including all
obviously necessary items even though items are not indicated on the drawings or specifications.
C. The Contractor shall secure and pay for all permits, State Sales Tax, Federal Excise Tax, royalties
and other taxes or fees as required for installation of a complete system as outlined herein and as
shown on the plans. The Contractor shall secure all necessary licenses and insurance.
D. The work shall comply with the latest applicable requirements of the NFPA, the NEC, and all local codes
governing this installation as a minimum standard unless specifications listed herein or shown on the plans
require a higher minimum standard.
E. Where one manufacturer only is named, the bids shall be based on famishing equipment or materials by
this manufacturer. Products of other manufacturers will be considered for use if in the Engineers opinion,
the item requested for substitution is equal to that specified. Where no manufacturers are named, the
Contractor shall select equipment or material which meets the specifications.
F. The contract drawings indicate the extent and general arrangements of equipment and systems. If any
departures from the contract drawings are deemed necessary by the Contractor, details of such departures
and reasons therefore shall be submitted to the City for approval. No such departures shall be made without
the prior written approval of the City.
G. The Contractor shall conform to all reasonable changes without additional cost to the owner.
H. All obvious errors and/or omissions in the above mentioned documents shall be called to the attention of
the Engineer at least four days prior to the bid date. If notification is not received, no extras to the original
drawings and specifications will be authorized.
The Contractor shall provide a guarantee against defective workmanship, materials or equipment for a
period of one year from the date of acceptance. This guarantee shall include all costs encountered in the
replacing of defective work or materials. In the event the Contractor fails to take action to correct any such
defect within 24 hours after receipt of written notice, the work of correcting such defect may be
accomplished by the owner and the Contractor shall be liable for the cost of this work.
The Contractor shall convey to the owner any additional guarantees or warranties provided by the
manufacturer of an individual item of equipment or material.
PART 2 -PRODUCTS
A. Racewa
1. EMT may be used for all branch circuit wiring in areas above grade and within the building. All
EMT shall be galvanized. All EMT fittings shall be steel compression type.
2. PVC, schedule 40, may be used for all branch circuit wiring below grade.
3. GRC shall be used for wiring when transitioning from below grade to above grade and subject to
physical damage.
2. Surface mounted conduits will only be permitted in Mechanical Room. All other conduit shall be
ran above the ceiling or inside the concrete block walls.
24
r " a
B. Wire and Cable
Conductors shall be copper. Insulation shall be type THHN/THWN for sizes No. 12 to 8 AWG.
For conductors No. 6 and larger, insulation shall be type THW. Minimum size wire No. 12.
Conductors No. 10 and larger are to be stranded. Branch conduit outlets shall be connected as
indicated.
2. Color Codes: Conductors shall be color coded throughout. Same color shall be used for branch
circuit wiring of a given phase. Conductors No. 6 AWG and larger may be Black, but shall be
identified with colored tape injunction boxes, pull boxes, panels, and service equipment.
(a) 120/208V -Shall be Black, Red, or Blue with White for neutral.
(b) Continuity of neutrals of multi -wire branch circuits shall not be made on terminals of any
device. This will assure no opening of neutral in replacement of device.
3. Splices:
(a) #10 and below-Scotchlok or equal
(b) #8 and larger- HiPress or mechanical connector
(c) Epoxy splices shall be used for all below grade splices.
C. Boxes
1. Outlet Boxes shall be one-piece or projection welded galvanized stamped steel for gang sizes
required. Sectional boxes will not be acceptable. Boxes larger than standard shall be provided in
accordance with National Electrical Code where necessary to prevent crowding of wires.
2. Floor Boxes to be cast iron in wet locations, stamped steel elsewhere.
D. Wiring Devices
1. Mounting Heights:
(a) Switches at 4'0" or as noted
(b) Receptacles at 18" or as noted
(c) Telephone outlets at 18" or as noted
2. Well Switches: Shall be intermediate grade, quiet -type, high performance switches rated at
20A/125V.
3. Receptacles: Wall receptacles shall be intermediate grade, duplex 3 -wire grounding type. Devices
shall be rated at 15A/125V. Receptacles and switches shall be back and side -wired with screw
terminals.
4. Power Outlets: Type and size as noted.
F. Panelboard, Loadcenter
1. Panelboard and loadcenters shall be as noted on plans with cover and typewritten directory inside
of cover. Panelboards shall be the product of PTE, Square D or Cutler Hammer.
2. Panel Bus shall be copper.
G. Lighting Fixtures
Provide lighting fixtures as indicated on the schedule.
25
H. Electric Hand Drver
Provide electric hand dryer as indicated on the schedule.
PART 3 - INSTALLATION
A. Identification
1. Tag all conductors and identify major conduits in or at wireways, panels, pullboxes, switchboards,
cabinets and similar items to assist in future circuit tracing. Conductor tags shall be
nonconductive.
2. Identify all circuits and equipment to correspond with the plans and specifications.
4. All junction boxes shall have type of system and voltage of
contained conductors stenciled on inside of box cover.
26
f
DIVISION 1
01010
01025
01050
01090
01300
01400
01500
01700
DIVISION 2
02200
02250
02660
DIVISION 3
03100
03200
03300
DIVISION 4
04100
04150
04200
DIVISION 5
05100
05200
DIVISION 6
06010
06100
DIVISION 7
07100
07300
07600
07900
TECHNICAL SPECIFICATIONS
YACHT CLUB RESTROOM
GENERAL REQUIREMENTS
Summary of Work
Measurement and Payment
Field Engineering
Referenced Standards
Submittals
Quality Control
Temporary Facilities and Controls
Project Closeout
Earthwork
Soil poisoning
Water and Sewer Utilities
X4JW@)7;_"#0
Concrete Formwork
Concrete Reinforcement
Cast -In -Place Concrete
MASONRY
Mortar
Masonry Reinforcement
Unit Masonry
METALS
Structural Metal Connections
Pre -fabricated Connections
WOOD AND PLASTICS
Lumber
Rough Carpentry
1r71 : U : WtJ:1XZi7-killoo ' : • r r t �I
Waterproofing
Fiberglass Shingle Roofing
Flashing and Sheetmetal
Sealants and Caulking
DIVISION 8 DOORS AND WINDOWS
08100 Fiberglass Doors and Metal Frames
08700 Hardware and Specialties
DIVISION 9 FINISHES
09700 Epoxy Flooring
17["31
1
1
1
2
2
2
3
3
5
5
6
7
7
7
10
10
12
12
12
12
13
13
15
09900 Painting
DIVISION 10 SPECIALTIES
10161 Toilet Partitions
10800 Toilet and Bath Accessories
10850 Mirrors
15400 Plumbing
DIVISION 16 ELECTRICAL
15
18
19
21
Z2
16400 Service and Distribution 24
TECHNICAL SPECIFICATIONS
YACHT CLUB RESTROOM
DIVISION 1- GENERAL REQUIREMENTS
01010 Summary of Work
A. Project consists of the furnishing of all labor, materials, equipment and services as required for the
construction of a furnished restroom building and as shown on the drawings and described in these
specifications.
B. The restroom building is to be attached to the south end of the existing yacht club building located at the
Sebastian Yacht Club on Indian River Drive in the City of Sebastian.
01025 Measurement and Payment
A. Work under this contract will be paid per the terms & conditions as stated in the agreement document as a
Jump sum
B. The prices shall include all labor, materials, tools, and equipment required to complete the work.
C. Payment for repair and replacement of any existing utilities
will be included in the lump sum bid amount.
01050 Field Eneineerine
A. City shall stake location of facilities and provide horizontal and vertical stakes.
B. The Contractor shall verify limits of construction.
C. The Contractor shall keep records on project with sufficient detail so that as -built drawings may be
prepared.
D. The Contractor is responsible for establishing all finish grades.
01090 Referenced Standards
A. The latest edition of all referenced standards, including, but not limited to the following, are hereby made a
part of this Contract: The applicable portions of the Florida Department of Transportation's (FDOT)
Standard Specifications for Road and Bridge Construction and its supplements with changes pertaining
thereto, and the Indian River County (IRC) Water and Wastewater Utilities Standards. Further, the
applicable portions of the Southern Standard Building Code shall apply to this project
B. All construction of items covered in the referenced standards shall conform to the Standard Specifications
and Plans unless shown otherwise herein. The CONTRACTOR shall have in his possession a copy of all
Contract Documents.
C. Applicable Standards listed in these Specifications include, but are not necessarily limited to, standards
promulgated by the following agencies and organizations:
1. AASHTO = American Association of State Highway and Transportation Officials, 341 National
Press Building, Washington, D.C. 20004.
2. ACI = American Concrete Institute, Box 19150, Redford Station, Detroit, Michigan 48219
3. AISC = American Institute of Steel Construction, Inc. 1221 Avenue of the Americas, New York,
N.Y. 10020
4. ASTM = American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103
5. NEC = National Electrical Code (see NFPA).
6. NFPA = National Fire Protection Association (Life Safety Code) 470 Atlantic Avenue, Boston,
MA 02210.
7. SBCC = Southern Building Code Congress International, Inc. 900 Montclair Road, Birmingham,
AL 35213.
a. SBC = Standard Building Code, latest adopted edition.
9. Standard Plumbing Code
10. Indian River County Water and Utilities
01300 Submittals
A. General: Coordinate submittals with progress schedule and actual progress of work; allow five (5) working
days for Engineer's processing of submittals requiring review and approval. Use transmittal form to
establish complete record of submittals.
B. Copies Required: The Contractor shall submit three copies of each Shop Drawing. Re -submissions of Shop
Drawings shall be made in the same quantity until final approval is obtained
C. Set of Samples: Submit two (2) sets; one set will be returned Submit full doCIImentatiou with each set
Except as otherwise indicated, sample submittals are for the City Engineer's observations of color, texture,
pattern and "kind", as applicable. Maintain returned set at project site, for purpose of quality control
comparisons.
C. The Contractor shall keep one set of Shop Drawings marked with the Engineer's approval at the job site at
all times.
E. The Contractor shall thoroughly review and check the Shop Drawings, and each and every copy shall show
his approval thereon. If the Shop Drawings show or indicate departures from the Contract requirements,
the Contractor shall make
specific mention thereof in his letter of transmittal. Failure to point out such departures shall not relieve the
Contractor from his responsibility to comply with the Drawings and Specifications.
F. The Contractor's approval and submission of the Shop Drawings to the Owner represents that he has
determined and verified all field measurements, field construction criteria, material catalogue numbers and
similar data and that he has checked and coordinated each Shop Drawing and sample with the requirements
of the work and Contract Documents.
G. Commencement of Work: Any portion of the work requiring the submission of a Shop Drawing, sample
and equipment and/or material brochure shall not be commenced until after approval of said submission by
the Owner. Work shall be done in accordance with the approved submission.
H. Interior color selections will be made by the Owner ONLY after receipt of complete set of samples and
Shop Drawings as required by interior work. Failure to submit one or more required sample will result in
delay of color selection until all samples are received.
I. OWNER'S Review: Shop Drawings, samples, material and equipment brochures received by the Owner
which are not signed and dated by the Contractor indicating thorough review and approval by the
Contractor for compliance with the Contract Documents will be retuned to the CONTRACTOR without
further action Owner's checking is only for general conformance with the design concept of the Project
and general compliance with the information given in the Contract Documents. Any action taken is subject
to the requirements of the plans and specifications. Contractor is responsible for: quantities, dimensions
which shall be confirmed at the job site; fabrication processes and techniques of construction; coordination
of his work with that of all other trades and the satisfactory performance of his work.
01400 Quality Control
A. Tests and Inspections:
Costs for tests and inspections shall be paid by the Owner except as otherwise specified herein.
2. If the results of any test or inspections indicates failure to meet the specified requirements, the
Contractor shall reimburse the Owner for the costs of re -testing or re -inspection
3. Excessive inspection costs incurred due to faulty or improper scheduling, or by unsuitable or
wasteful work practices by the Contractor or any of his subcontractors shall be reported to the
Engineer by the Inspector involved with such work, and such costs, if determined to be excessive,
shall be reimbursed to the Owner by the Contractor.
4. Manner of Work - When in the opinion of the Engineer, tests or inspections are required because
of the manner in which the Connector does his work, such as: questionable quality of
materials and/or workmanship, questionable sources of material, substitution of materials or
sources of same for those previously accepted, or failure of material to comply with specification
or plan requirements; such tests or inspections shall be reimbursed to the Owner by the Contractor.
5. Reimbursements to the Owner for costs of tests and inspections shall be by Deductive Change
Orders from the Contract Sum.
B. Defective Materials: The Engineer reserves the right to demand for test or special examination any material
or part thereof to insure compliance with the specifications and he may reject any material or part judged
defective as a result of such tests and the Contractor shall replace such defective material or part with
material or part that does comply with the specifications at no additional expense to the Owner.
C. Reports: Test and inspection reports shall be written immediately upon conclusion of each procedure;
copies shall be provided to the following:
Owner
Engineer
Contractor
Building Department
D. Test Criteria: The specific test and inspection procedures and their required results are enumerated herein
by reference to recognized standards and shall be the required method for testing and judging the results
unless deviations from the standards are specifically mentioned.
01500 Temporary Facilities and Controls
A. Purchase electric power or provide portable electric power for the construction of the project Provide for
the extension of utility lines to the point of usage.
B. Make arrangements for developing water sources and supply all labor and equipment to collect, load,
transport, and apply water as necessary for compaction of materials, concrete constriction operations,
testing, dust control, and other construction use.
C. Furnish potable drinking water in suitable dispensers and with cups for use of all employees at the job site
during the entire construction period.
D. Provide temporary chemical toilet facility. Maintain these during the entire period of construction under
this Contract for the use of all construction personnel on the job.
Chemical toilets and their maintenance shall meet the requirements of the State and local health regulations
and ordinances. Any facilities or maintenance methods failing meet these requirements shall be corrected
immediately.
E. Frill time watchmen will not be specifically required as a part of the Contract, but the Contractor shall
inspect the area daily and take whatever measures are necessary to protect the safety of the public,
workmen, and materials, and provide for the security of the site, both day and night
01700 Project Closeout
A. Record Documenmtion:
Record Drawings - Maintain a complete set of bluelblack-line printings of Contract Drawings and
Shop Drawings for record mark-up purposes throughout the Contract time. Mark-up drawings
during the course of the work to show changes and actual installation conditions, sufficient to
form a complete record for OWNER'S purposes. Give particular attention to work which will be
concealed and difficult to measure and record at a later date, particularly work which may require
servicing or replacement during the life of the project. Request subcontractors and mechanic s
marking the prints to sign and date each mark-up.
2. Maintenance Manuals - Provide three ring vinyl -covered binders containing required maintenance
mamrals, properly identified and indexed. Include operating and maintenance instructions;
extended to cover emergencies, spare parts, warranties, inspection procedures, diagrams, safety,
security, and similar appropriate data for each system or equipment item.
B. Operator Instructions:
Require each installer of systems requiring continued operation/maintenance by Owner's operating
personnel, to provide on location instruction to Owner's personnel, sufficient to ensure safe,
secure, efficient, non -failing utilization and operation of systems.
C. Final Cleaning:
At closeout time, clean or re -clean entire work to normal level for "first class" maintenance/cleaning of
building projects of a similar nature. Remove non — permanent protection and labels, polish glass,
clean exposed finishes, touch-up minor finish damage, clean or replace filters of mechanical systems,
remove debris and broom -clean non -occupied occupied spaces, sanitize plumbing facilities, clean light
fixtures and replace bumed-out/dimmed lamps. Police grounds in the construction area, and perform
similar cleanup operations needed to produce a "clean" condition as determined by Engineer and Owner's
Representative.
D. Procedures at Substantial Completion:
1. Prerequisites - Comply with General Conditions and complete the following before requesting the
Building Department inspection of the work, or designated portion thereof; for substantial
completion.
Complete installation of building and equipment to such level as the Owner could, if necessary,
occupy the facilities.
Submit executed warranties, workmanship bonds, maintenance agreements, inspection certificates
and similar required documentation for specific units of work, enabling Owner's unrestricted
occupancy and use.
Complete instruction of Owner's operating personnel, and start-up of systems
Complete final cleaning, and remove temporary facilities and tools.
2. Inspection Procedures - Upon completion of Contractor's own punch list items and receipt of
Contractor's request for inspection, Building Inspector will either proceed with inspection or
advise Contractor of prerequisites not fulfilled. Following initial inspection, Inspector will either
prepare certificate of substantial completion, or advise Contractor of work which must be
performed prior to issuance of certificate; and repeat inspection when requested and assured that
work has been substantially completed. Results of completed inspection will from initial "punch -
list" for final acceptance.
E. Procedures at Final Acceptance:
Upon receipt of Contractor's notice that work has been completed, including punch -list items resulting from
earlier inspections, and excepting incomplete items delayed because of acceptable circumstances, Building
Inspector will re -inspect work. Upon completion of re -inspection, Engineer will either recommend final
acceptance and final payment, or advise Contractor of work not completed or obligations not fulfilled as
required for final acceptance. If necessary, procedure will be repeated.
DIVISION 2 - SITE WORK
, 02200 -EARTHWORK
A. Work Included:
1. Site grading
2. Excavation and back -filling
3. Soil erosion control
B. Specification references:
The work specified in this Section shall conform to Section 120 of the Florida Department of
Transportation Standard Specifications for Road and Bridge Construction, latest edition, except as modified
herein.
C. Fill:
1. City will provide satisfactory fill materials delivered to the site.
2. "Satisfactory fill materials" include clean sand, free of roots, clay, organic or other deleterious
materials, properly worked to obtain optimum moisture and compaction.
D. ' Site Preparation:
Excavate and remove from the construction area all surface organic and soils that contain organic
matter.
This clearing should extend 1 foot outside the imprint area of the pavement and other foundation
structures.
2. Fill necessary to bring the construction area up to planned grade shall consist of clean granular
materials, provided by the City delivered to the site. The fill shall extend at least 1 foot outside the
imprint area of the structure. A minimilm testing frequency is one test per 2500 square feet of
compacted fill per 12 inch lift. The fill shall be spread in loose layers of 12 inches (maximum) and
compacted to the following percentages of maximum density as determined by AASHTO T-180:
subgrade beneath structures, sidewalks, and paved areas- 98%, surfaces beneath grassed or
landscaped areas- 95%.
3. The Contractor shall be responsible for disposal of waste and excess material
E. Erosion Control
1. Soil erosion control is necessary to prevent silt from being carried down the bank to the asphalt
pavement; silt fences are to be installed along the west and south sides of, and spaced approximately
41rom the excavation perimeter.
2. Silt fences shall be removed when they have served their useful purpose.
02250-SOM POISONING
A. Provide soil treatment for Termite control, as herein specified. In addition to the requirements of these
specifications, comply with the manufacturer's instructions and recommendations for all phases of the
Work.
B. Treat compacted soil under all slabs and extending five (5) feet beyond building perimeter at the rate of one
gallon per ten square feet and at the rate of two (2) gallons per five (5) lineal feet of foundation with Dow
"Dursban T.C.". Treatment shall not be made when ground is excessively wet or directly after heavy rains.
C. Reapply treatment to areas disturbed by subsequent excavation or other construction activities following
application.
D. Provide a written guarantee certifying that chemicals having the required concentration and rate of
application have been applied and that soil treatment will prevent the attack of subterranean termite for a
period of at least five (5) years.
02660 -WATER AND SEWER UTILITIES
A. The water supply to the restroom shall tee from the water supply to the
Existing building.
B. All water and wastewater utility construction shall be in accordance with IRC Water and Wastewater
Utilities Standards.
C. A 4" schedule 40 PVC waste pipe shall extend approx. 4-6' from the west side of the building and shall be
capped off, as indicated on the Site Plan; this pipe will be connected to a lift station by others.
DIVISION 3 - CONCRETE
03100 - CONCRETE FORMWORK
A. Adequate and safe design of formwork is the responsibility of the Contractor. Applicable provisions of
ACI "Recommended Practice for Concrete Formwork ACI 347, are hereby made a part of this
specification. Install sleeves, inserts, anchors and other fastening devices required for fastening of other
work, forms, and footings, columns and beams.
B. All Forms and soil under concrete slabs shall be thoroughly wetted before placement
03200 - CONCRETE REINFORCEMENT
A. 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI -318-71 are hereby made
a part of this specification. Work in this section shall conform to these requirements.
B. Deformed Bars shall meet ASTM A-615 grade 60. Bending shall be done without heating. Reinforcement
shall be securely tied in position in forms having not less than 1 1/2" coverage in beams, slabs and columns
and not less than 3" in footings. Provide bent bars at all comers of footings and tie beams.
C. Wire mesh shall meet ASTM A-185 and be 6" x 6" #10 gauge welded wire fabric unless otherwise shown
on the Drawings. Raise mesh at least 1" above bottom of slab.
03300 -CAST -IN-PLACE CONCRETE
PART 1- MATERIAL REOU]REb1ENTS:
Cast -In -Place Concrete shall meet the following requirements:
A. Portland Cement American Standard Brand per ASTM C-159, Type 1.
B. Fine Aggregate: Shall be sharp, clean passing a #8 sieve meeting ASTM C -33.
C. Coarse Aggregate: ASTM C -33 gravel or crushed stone. Size graded from 1" down. Size for colurrin and
beam pours shall be 1/2" and down.
D. Water: Shall be potable quality.
E. Strength: All concrete shall be 3000 PSI at 28 days unless shown otherwise on the Drawings.
PART 2- FINISHES
A. Force coarse aggregate from surface, screed level and float, machine trowel smooth finish. Add broom
texture and edge finish.
B. Place concrete as near to final position as possible to avoid segregation from excessive handling.
C. Mechanical vibrator shall be employed to work concrete around reinforcing steel, embedments and corners
D. Partially hardened or re -tempered concrete shall not be used in any part of the project Water shall not be
added to the design mix without written approval of the Engineer. Concrete, so altered shall be removed and
necessary repairs made to replace same at no additional expense to the Owner.
E. Honeycombing or planes of weakness apparent in the exposed concrete work shall be patched or removed
and replaced at the discretion of the owner. Such repairs shall be made at no additional cost to the Owner.
F. Continuous pipe screeds shall be employed by Contractor to ensure even and uniform slopes as shown on
the Drawings.
G. Exposed concrete shall be hand rubbed to uniform appearance, all voids floated.
PART 3- TESTING
A Slump and cylinder tests shall be made of all structural concrete in footings, and floors.
B. Testing Procedure
Standard 6 inch x 12 inch cylinders made of concrete for foundations, columns beams and slabs
per ASTM C-143. Take from the same batch for each 50 cubic yards or fraction thereof and at
least four (4) cylinders from each day's pour. Cure cylinders; one broken at 7 days; one at 14
days, one at 28 days; one held in reserve.
2. Prepare and mark test cylinders and deliver them to an independent laboratory approved by the
Owner. Laboratory tests paid for by the Owner.
3. If formal cylinder test is below specified minimum strength the owner may require core tests of
hardened concrete in place to be made per ASTM C -42. If this test shows strength to be below
specification, concrete in question shall be removed and replaced without cost to the Owner. Other
work damaged by such repair shall be replaced at no cost to the Owner. Patching of test core sites
shall be performed by the Contractor.
Maximum slump shall be 5 " t 1 ".
C. Time: Concrete shall be placed within 90 minutes of adding cement and aggregate or within 45 minutes of
adding water and admixtures.
DIVISION 4 - MASONRY
04100 - MORTAR
A. Provide mortar conforming to ASTM C-91 for Masonry Cement, and ASTM C-150 for Portland Cement
B. Sand for mortar shall be clean, hard, sharp sand conforming to ASTM C-144. Water for mortar shall be
potable.
C. Mortar for use below grade shall be Type M (one part Portland Cement, one part Type II Masonry cement
and six parts sand by volume). Mortar for use above grade shall be Type M or N (one part Type 11 masonry
cement and three parts sand by volume).
D. Grout shall conform to ASTM C-476. Aggregates for grout to meet ASTM C404 or ASTM C-144.
E. Grout shall reach compressive strength of 2,500 psi @ 28 days.
F. Slump for grout shall be 9" = 1".
04150 - MASONRY REINFORCEMENT
A. Provide "Dur -O -Wall" standard weight all galvanized 9 gage ladder ties at every second course of concrete
masonry units. Lap splices 6" min.
B. Prefabricated comers and tees shall be provided in each course with ladder ties.
C. Top course and two courses above all openings shall be reinforced 24" beyond opening.
D. Install vertical deformed bars centered in walls are as shown on drawings. All cells so reinforced shall be
solidly grouted between poured concrete beams with column grade concrete.
04200 - UNIT MASONRY
A. The Contractor shall famish all materials, labor, and equipment necessary for the installation and
completion of all masonry work.
B. Concrete block units shall conform with ASTM C-90. Provide all shapes and sizes required to complete
the Work with a minimum of cutting and piecing. Placement of unit masonry shall be straight plumb and
true to a tolerance of 1/8" in ten feet
C. Nominal masonry unit sizes and vent unit size shall be as specified on the drawings.
D. Provide clean-out opening at bottoms of all cells to be filled at each lift or pour of grout, when such lift or
pour is in excess of 4 feet in height Seal clean -outs after inspection and before grouting.
E. Build in bolts, straps, hangers, inserts and other anchorage devices required to support framing and other
attachments required, as the work progresses.
F. Lay concrete block in running bond with successive courses in stack bond Mortar joints to be 3/8 % tooled
as shown on the Drawings.
G. Provide temporary bracing as required to support new concrete block wall panels and as required by
Engineer.
DIVISION 5 - METALS
05100 - STRUCTURAL METAL CONNECTIONS
A. Truss connector plates shall be hot dip galvanized steel and shall be from one plate manufacturer.
B. Furnish all anchors, clamps, bolts, screws, etc., required for the completion of the work After fabrication
and installation round rough edges and comers in accessible areas.
05200 - PRE -FABRICATED CONNECTIONS
A. Provide Simpson Strong -Tie hangers and hurricane clips as shown on the Drawings.
B. Material: Hot dip galvanized steel.
10
DIVISION 6 - WOOD AND PLASTICS
06010 - LUMBER
A. Truss framing and finish lumber shall be dense Southern Yellow Pine, straight and true. Material shall be kiln
dried to maximum 19% moisture content.
B. Factors and grades as follows, unless otherwise noted on drawings:
1. Concealed work and roof sheathing shall be # 2 and better.
2. Blocking, bracing, and nailers (excepting roof sheathing) shall be utility grade pressure treated and
provided as required.
3. Fascia and soffit shall be dense Southern Yellow Pine, and shall match fascia and soffit of existing
building.
06100 - ROUGH CARPENTRY
A. Contractor shall furnish all labor, materials and equipment necessary for the completion of Rough
Carpentry work as shown on the Drawings and hereinafter specified
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Interior ceiling finish shall be #2 or better 1" x 6" tongue and groove cypress.
D. Roof sheathing shall be 1/2" CDX plywood
D.
E. The Contractor shall supply and install all rough hardware including bolts, plates, nails, anchors, brackets,
spikes, screws, clip hangers and other fasteners necessary for completion of the Work. Rough
hardware shall be Type 316 stainless steel or hot -dipped galvanized
F. The Contractor shall provide anchors, blocking etc. required by other Sections to be built in. Provide
grounds and blocking for all Sections.
G. Nails shall be ring shank, stainless steel for all Work unless otherwise noted on the drawings. Subdrill
where necessary.
H. Remove wood, including form lumber, scrap lumber, shavings, and sawdust in contact with ground Leave
no wood buried in fill or bac1ffi1L Do not bum any wood on job. Dispose of as required by the State of
Florida, U. S. Agencies, and
Indian River County.
Protect wood products delivered to the Site from wetting and moisture gain by storing on elevated sills and
by covering with well secured waterproof covers.
K. Fit framing closely, set accurately to required lines and levels, and secure rigidly in place. Set horizontal
and inclined members with crown edge up. Do not cut, notch, or bore structural members without the
owner's written approval. Bolt, nail and spike in a thorough manner. Framing members shall provide full
contact at all bearing surfaces.
11
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07100 - WATERPROOFING
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation and
completion of the work.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Coordinate waterproofing with other trades and make provisions for their work so as to avoid cutting and
patching. Protect completed membranes from damage until the building is completed.
D. Contractor shall furnish and install 0.006" polyethylene vapor barrier under floor slab reinforcing bars and
welded wire mesh. Protect from damage until floor slab is poured.
07300 - FIBERGLASS SHINGLE ROOFING
A. The Contractor shall fumish all materials, labor, and equipment necessary for the installation of the
fiberglass roofing shingles as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. The Contractor shall provide a five-year written guarantee against any defects in material and workmanship
for roofing, flashing and complete roofing membrane.
D. The Contractor shall match shingles to shingles on existing yacht club building.
E. Shingles shall be installed per SBCCI acceptance for 120 MPH wind zone. All fasteners for tintabs and
shingles shall be hand driven nails. Staples and gun shot nails are not acceptable.
07600 - FLASHING AND SIMTMETAL
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation and
completion of the flashing and sheetmetal work.
B. The work under this Section shall include, but not be limited to, flashing, counterflashing, curbs, cants, and
other devices shown on the Drawings or needed for a proper and complete installation.
C. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
D. When any inherent flashing which forms part of any equipment such as vent pipes, exhaust fans, electrical
devices, etc. is insufficient to make a waterproof connection with the roofing counter flashing, the roofing
sub -contractor shall &rnish and install whatever additional flashing or counter flashing may be required to
make a given connection waterproof.
12
E. Soil and vent pipes extending through roof shall be flashed with flashing furnished under the Plumbing
Section and installed under this Section.
F. All exposed flashing, counterflashing, stops, etc. shall be 16 oz. copper sheet. All shapes shall be formed on
a bending break Imperfections such as holes, dents, creases, or crinkles will not be accepted. Nails to
fasten flashing shall be copper or bronze.
G. The angle of bends and the folds for interlocking the metal shall be made with full regard for expansion and
contraction to avoid buckling or fullness in the metal after it is in service. Provide for themral expansion of
all flashing, counter flashing, stops, etc. with joints on 10 foot centers and located two (2) feet from comers
and intersections. Overlap adjacent pieces of continuous flashing a minimum of g".
H. Conceal fasteners and expansion joints wherever possible. Fold back edges on concealed side of exposed
edges to form them. Do not face nail.
07900 - SEALANTS AND CAULKING:
A. Standard caulking compound for interior sealing shall be an acrylic latex compound such as DAP latex
caulk or DeWitt latex caulking. Color shall be manufacturer's standard paintable grade.
B. Sealant for exterior work shall be a semi -silicone product.
13
DIVISION 8 - DOORS AND WINDOWS
08100 - DOORS AND FRAMES
A. General: The Contractor shall supply all materials, labor and equipment necessary for the installation of all
metal doors and frames as shown on the Drawings.
Inspection: The Contractor shall examine all work in direct contact with or having an effect on the metal
doors and flames. If any defects are found that would have an adverse effect on his work, the Contractor
shall notify the owner in writing. If the Contractor proceeds with his work without affecting this
notification, it shall be construed as an acceptance by him of all preceding work
C. The Contractor shall provide 5 3/4" x 2" 16 gage forged steel frames.. Provide three robber bumpers at
closure. Provide weather stripping and accessories as delineated on the drawings, Sheet 3, Door Schedule
and Section 08700, para. I of the Specifications.
D. Install frame with minimum of six wall anchors; frames shall be delivered with baked 20 mil coat of zinc
chromate alkyd primer.
E. The Contractor shall provide fiberglass full flush veneer doors. Doors to be hinged as shown on the
Drawings.
F. Frames shall be double hot dipped G-90 galvanized steel, painted per Section 09900.
G. Coat back of frame and wall anchors with coal tar epoxy.
H. Provide shop drawings per Section 01850.
08700 - HARDWARE AND SPECIALTIES:
A. The Contractor shall fumish all materials, labor, and equipment necessary for the installation of all the
hardware and specialties.
B. The Contractor shall examine all work in direct contact with or having an effect on all hardware and
specialty items. If any defects are found that would have an adverse effect on his work, the Contractor shall
notify the owner in writing. If the Contractor proceeds with his work without affecting this notification, it
shall be construed as an acceptance by him of all preceding work
C. The hardware headings are intended to cover all the doors of the building and establish a standard of
quality and application. It is the specific duty of the hardware supplier to examine the plans and
specifications and advise the owner of any omissions or discrepancies. Authorization for change shall be by
addendum only. The omission of an item from this section does not relieve the Contractor from providing
hardware for all parts of the building where such items would normally be required in order to properly
complete the work.
Proposal is to cover the installation and furnishing of finish hardware as detailed. Proposal must
read "In accordance with plans and specifications", and is not to be qualified in any manner.
2. It is the responsibility of the hardware supplier to famish hardware that conforms to all code
requirements.
D. All hardware shall be new and free from defects. Products are to be those specified. Any requests for
substitutions will require owners approval.
E. Items of hardware shall be packaged separately, labeled with corresponding symbols to that on the
hardware schedule to identify hardware location within building. Each container or package shall include
necessary fastenings, instructions, and installation templates to facilitate installation. All hardware shall be
delivered, transportation charges prepaid, to the job site or to the door manufacturer.
14
F. Furnish two (2) change keys with each lock set All keys shall remain in the possession of the Contractor
under maximum security until Project completion. The Contractor will label the key at the time of
installation. Keys will be turned over to the Owner at Project completion. All doors to be keyed alike.
G. Installation:
1. Install and adjust for proper operation and function. Cover door knobs and other surfaces while all
finish work is in progress. Clean paint from exposed surfaces thoroughly before building is
occupied.
2. All fasteners shall be the type consistent with the job conditions and the quality of the hardware
and shall match m finish.
3. Install stops and holders at approved locations.
a) On concrete and solid masonry with lead shields (rawl plugs not acceptable);
b) On hollow wall, with toggle bolts;
C) To doors with through bolts and grommet nuts or hex nuts as applicable.
H. Install finish hardware after operations causing dampness have been completed. At final completion, leave
hardware clean and free from disfigurement.
I. Hardware Schedule
1. All hardware must have maximum salt tolerance finish. Stainless steel is preferred; alternatives
may be recommended and subject to approval by the City Engineer.
2. Door A — Men's Room and Women's Room
Push plate - S.S. (Rockwood) 70F 8x16 US32D or equal
Pull W/Plate - S.S. (Rockwood) 12300C TB US32D or equal
Ball Bearing Hinges, stainless steel with stainless steel
pin - (Hager) BB1191 4-1/2" x4-1/2" US32D NRP or equal
Dead Bolt; keyed one side electromagnetically operated (Schlage) L9464 US32D or equal
Kickplate; inside stainless steel (Rockwood) SMS US32D or equal
Door Closers; LCN Closer 4040PA SNB AL1 Doors Stops; Ives
Stop 444 PA29 or equal; must be set for 8.5 Ib max force to open
Note: Alternative to push-pull plates and eletromagnetically controlled deadbolt shall be an
eletromagnetically-operated, keyed door lever, ADA approved.
3. Door A — Mechanical Room
Storagelockset- (Schlage) L9464 US32D or equal
Hinges, with S.S. pin Hager) 1191 4-1/2"x4-1/2" US32D NRP or equal
Dead bolt keyed one side - (Schlage) L9464 US32D or equal
Pemko Stops; Ives stop 444 PA28 or equal
4. Bl and B2; as supplied by partition door supplier (Santana)
15
DIVISION 9 - FlTgSHES
09700 EPDXY FLOORING AND BASE
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the epoxy
floor and integral cove base as shown on the drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without affecting such notification, it shall be construed as an acceptance by him of
all preceding work
Before starting work, verify existing slopes to floor drains
Function properly and do not leave standing water or 'bird baths." If such conditions are found to exist,
notify the Engineer before proceeding with the work
C. Epoxy/Sand Floor Finish
1. Interior floors shall be finished with "dur-a-quartz" epoxy sand flooring system as manufactured
by Dur -a -flex, Inc., Florida distributor Dur -a -bond, Inc., 142 NW 29th Street, Miami, F1 33127
(305)5234921 FAX (305)576-6533.
2. Apply flooring material using the 'broadcast method", minimum thickness shall be 1". Surface
texture shall be non-skid.
3. Provide a continuous and seamless 4" wall base with floor, intersection of wall and floor shall
have a radius.
D. Submittals: Provide manufacturer's literature and method of application for review. Provide color chart for
color selection.
09900 - PAINTING
A. The Contractor shall famish all materials, labor, and equipment necessary for the complete painting of all
non-prefmished work on the interior and exterior of the building as shown on the Drawings and as
hereinafter specified.
The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work
C. Painted surfaces shall receive at least two (2) coats over primer except as otherwise noted. Coats one and
two shall be visibly different in color when dry. Painting shall not be required on areas noted as being
covered with a prefinished material or as being unfinished.
D. Unless otherwise specified below, all paint and primers shall be a first line product of Pittsburg, Benjamin
Moore, Sherwin Williams or Behr.
E. Painting Schedule
1. Exterior Wood: Soffit and Fascia
Match finish to existing soffit and fascia.
2. Interior Wood: 1x6 cypress ceiling
16
Two coats Behr Plus 10 Semi -Transparent Stain color #337 Pinto
White
3. Floor:
Seal-Krete conc. Sealer or equal (available at Home Depot) apply
per manufacturer's instmctions
The floors of the restrooms shall be finished with an epoxy/sand
floor finish as specified in Section 09700
4. Interior Concrete Block:
Two coats Behr plus 10 Masonry and Stucco Paint #X50 Crystal White
5. Exterior Concrete Block
Stucco finish; match existing
6. Door Frames:
Behr #436 Exterior Primer; two coats Behr Exterior Satin Enamel
Color Navy Blue
6. Fiberglass Door:
Same as above for Door Frame
F. Submittals
Provide color charts for verification of pre -selected colors and for selection of metal door and
frame colors.
17
DIVISION 10 - SPECIALTIES
10161 - TOILET PARTITIONS
PART 1 — GENERAL
A. 6" conc. Block toilet and urinal partitions, as shown on the drawings,
shall be built by the Contractor.
B. The toilet partitions doors shall be Santana POLY -MAR, and shall be installed by the supplier. The
Contractor shall be responsible for timely delivery of the partitions.
C. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of the
materials, the Contractor shall notify the Owner in writing of the nature of the defects. If the Contractor
allows this work to proceed without effecting such notification, it shall be construed as an acceptance by
him of all preceding work.
D. Requirements of the general conditions and special conditions apply to the work in this section. Work of
this section consists of, but is not limited to the following:
1. Toilet stalls, stall doors, screens and entry partitions.
2. Hardware, etc. for stalls.
3. Shop Drawings.
4. Guarantee per general conditions.
E. Submit three (3) sets of shop drawings, including details and a sample of each item of hardware for owner's
approval.
F. warranty: Santana warranty for partition doors
PART 2- MATERIALS
A. Toilet partitions and urinal screen shall be 6"x8"x16" concrete masonry
Units reinforced and fastened to the 8" CMU walls as shown on the
Drawings.
C. The toilet partition doors shall be Santana POLY -MAR, 55" high,
color #290 Navy Blue (available from Stambome and Associates, 941-646-
6445).
D. Each door shall be famished with one (1) POLY -MAR wall snip approximately 1"x4" for mounting the
door hinges; two (2) stainless steel door hinges; one (1) coat hook/bumper of heavy chrome plated Zamak
with rubber bumper.
E. Door mounting and latch hardware are to be stainless steel or Santana's
most corrosion resistant heavy duty hardware.
F. POLY -MAR materials are to arrive at the jobsite with special protective plastic covering.
PART 3 -INSTALLATION
A. Installation of partition doors shall be by the supplier in accordance with the manufacturer's standard
recommendations and the following:
W-]
1. All parts shall be erected in a substantial manner, straight, level and plumb.
2. No evidence of drilling, cutting or patching shall be visible in the finished work.
3. Clearance at vertical edges of doors shall be uniform top to bottom and shall not exceed 3/16".
4. Finished surfaces shall be cleaned after installation and left free of imperfections.
10800 - TOILET AND BATH ACCESSORIES
PART 1 -GENERAL
A. The Contractor shall furnish all materials, labor and equipment necessary for the installation of the toilet
and bath accessories as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work (Also see Part 3, Paragraph A, 1-3)
C. Quality Assurance:
Manufacturers: Model numbers are for washroom accessories manufactured by Bobrick
Washroom Equipment Co., hic, and are listed as a standard of quality. Equivalent products of
other manufacturers may be acceptable, if, in the judgment of the owner, they meet the intent of
the specification in terms of design, function, materials, and quality of workmanship. Other
manufacturers may be proposed for consideration by submitting technical data sheets for each unit
required no later than ten (10) days prior to bid date.
2. Accessories shall be products of a single manufacturer except for the soap dispensers, hand dryer
and waste receptacle as indicated on the drawings, Sheet 3, Bathroom Accessory Schedule.
D. Submittals:
A submittal folder containing the manufacturer's catalog, data sheets, parts list, and all keys supplied by
manufacturer must be presented to the Owner at the completion of the installation for the owner's
permanent records.
E. Product Delivery. Storaee. and Handling
1. Deliver items in manufacturer's unopened, original protective packaging.
2. Store materials in original protective packaging in a secured area to prevent soiling, physical
damage, wetting, or theft.
3. Maintain protective covers on all units and handle so as to protect the finish.
F. Guarantee:
All accessories to be guaranteed for a full year against factory defects. Angle frame mirrors shall have a 15 year
guarantee against silver spoilage and channel frame mirrors shall have a 10 year guarantee against silver
spoilage.
PART 2- PRODUCTS
A. Accessory Schedule
i['
NOTE: All finishes shall be brushed stainless steel BOBRICK Washroom Accessories and WORLD
HANDRYER.
1. Men's Washroom:
(2) Grab Bar: B-6806 42" and B 6806 36" with tamper -proof mounting bolts.
(1) Toilet tissue dispenser B-2893
(1) Soap Dispenser Impact 4040 (available from Southern Janitor Supply Inc., Melbourne)
(1) Paper Towel Dispenser Bobrick 262
(1) Electric Hand Dryer WOR -AS #973 (brushed s.s. cover) w/non-
swivel nozzle
(1) Waste Receptacle Rubbermaid 3546 w/Untouchable Top 3548
Color LG (available from Southern Janitor Supply Inc., Melbourne
2. Women's Washroom:
(2) Grab Bar: B-6806 42" and B6806 36" with tamper -proof mounting bolts.
(1) Toilet tissue dispenser B-2893
(1) Feminine Napkin Disposal B-271, surface mounted
(1) Soap Dispenser Impact 4040
(1) Electric Hand Dryer WOR- A5 #973 (brushed s.s, cover) w/non-
swivel nozzle
(1) Paper Towel Dispenser B-262
(1) Waste Receptacle Rubbermaid 3546 w/Untouchable Top 3548 color
LG
PART 3 - EXECUTION:
A. ection:
1. Check wall opening for correct dimensions, plumbness of blocking or frames, and other
preparation that would affect installation of accessories.
2. Verify spacing of plumbing fixtures and toilet partitions that affect installation of accessories.
3. Do not begin installation until openings and surfaces are acceptable.
B. Installation:
1. Install accessories at locations and heights indicated on the drawings, level and plumb. Installation
methods shall be in accordance with manufacturer's recommendations and ADA specifications.
2. Install manufacturer's recommended anchor system for all grab bars. Conceal evidence of drilling,
cutting and fitting on adjacent finishes.
3. Fit flanges of accessories snug to wall surfaces. Provide for caulking in gaps between return
flanges and finish wall if necessary.
4. Contractor shall be responsible for ADA compliance.
FE
C. Final Details:
Adjust accessories for proper operation.
2. Clean exposed surfaces prior to final inspection.
3. Deliver accessories schedule, keys and parts and service sheets as part of close out documents for
Owner's permanent records.
10850 - MIRRORS
A. The Contractor shall famish all materials, labor, and equipment necessary for the installation of all mirrors
as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Provide 16" x 24" Bobrick B-165-1624 framed mirror.
D. Contractor shall install mirrors as per manufacturer's recommendations and as per plan and elevations.
Mounting brackets shall be square and plumb.
21
DIVISION 15 - MECHANICAL
15400 - PLUMBING
A. Scone
Plumbing contractor shall fiunish all labor, materials and equipment necessary for the complete installation
of the soil and vent piping, water service, tap valves, boxes, and cold water supply system; plumbing
fittings and fixtures; and all related fittings and control.
A schedule 40 4" PVC waste pipe shall be capped off approximately 6' from building as shown on the
drawing, Sheet 1; to be connected to lift station by others.
B. Specifications and Drawings
The drawings indicate the general arrangement of the plumbing systems. These specifications and
drawings shall supplement each other. Equipment and piping shall fit into the space allocated and
shall provide all necessary clearance for service and maintenance.
2. Changes: Deviations or substitution of equipment shall be coordinated with effected trades and
provided at no additional cost to the Owner.
3. Errors and omissions: All obvious errors and/or omissions in the construction documents shall be
called to the attention of the Engineer at least four days prior to the bid date. If notification is not
received no extras to the original drawings and specifications will be authorized.
C. Codes and Standards
Plumbing work provided shall conform to the local, state and national Plumbing Codes and other
applicable Hiles, regulations, codes, standards, ordinances and laws, including ADA regulations.
D. Permits and Inspections
The plumbing contractor shall procure all permits and pay all fees associated with the permitting
installation and inspection process. The Plumbing Contractor shall coordinate all inspections with the
General Contractor.
E. Materials
1. Sanitary waste: PVC Schedule 40.
2. Copper Water Piping: (a) Below grade - Soft copper type "K". (b) Above grade -Type "L" sweated
or flanged
3. Joints to be wrought or cast bronze. Lead free solder is to be used on alljoints.
4. Exposed plumbing traps shall be chrome plated brass. Concealed plumbing traps may be PVC.
5. All final connections to plumbing fixtures shall be valved Exposed piping and valves shall be
chrome plated brass.
6. Air chambers, at least one pipe size larger, shall be installed at each fixture. Provide an additional
air chamber for each main water riser.
7. Fixtures: See schedule.
F. Installation
All water piping within the building shall be copper and run continuous. All piping shall be
properly supported with hangers of compatible material and all water pipes passing through
22
concrete shall be sleeved to prevent chemical reactions. Piping passing through fire rated walls
and floors shall be protected using listed fire rated assemblies.
2. Verify locations of sewer and water connections before installing.
All escutcheons shall be caulked to prevent intrusion of water. All plumbing fixtures, when
applicable, shall be caulked to the surrounding surface.
4. On completion of work, remove all excess material, equipment and
debris. Leave work in clean condition for general contractor.
5. Water piping shall be tested at 150 PSI for eight hours, Sanitary piping sball be tested at 10' of
head for eight hours.
6. Sloan flush valves shall be located in Mechanical Room
G. Guarantees
1. Guarantee all equipment, material and workmanship to confozm with this section of the
specifications. Parts defective or not as specified shall be replaced in the system and retested, at no
additional cost to the Owner, for a period of two years after formal acceptance of the completed
work.
2. Contractor is to furnish Owner with as built drawings and shop drawings of all equipment
23
DIVISION 16 - ELECTRICAL
16400 - SERVICE AND DISTRIBUTION
PART 1 - GENERAL
A. The requirements of the general, supplementary and special conditions of the contract specifications and
drawings are hereby made a part of this section of the specifications.
B. It is the intent of the plans and specifications to provide a complete and operating installation including all
obviously necessary items even though items are not indicated on the drawings or specifications.
C. The Contractor shall secure and pay for all permits, State Sales Tax, Federal Excise Tax, royalties
and other taxes or fees as required for installation of a complete system as outlined herein and as
shown on the plans. The Contractor shall secure all necessary licenses and insurance.
D. The work shall comply with the latest applicable requirements of the NFPA, the NEC, and all local codes
governing this installation as a minimum standard unless specifications listed herein or shown on the plans
require a higher minimum standard.
E. Where one manufacturer only is named, the bids shall be based on furnishing equipment or materials by
this manufacturer. Products of other manufacturers will be considered for use if in the Engineers opinion,
the item requested for substitution is equal to that specified. Where no manufacturers are named, the
Contractor shall select equipment or material which meets the specifications.
F. The contract drawings indicate the extent and general arrangements of equipment and systems. If any
departures from the contract drawings are deemed necessary by the Contractor, details of such departures
and reasons therefore shall be submitted to the City for approval. No such departures shall be made without
the prior written approval of the City.
G. The Contractor shall conform to all reasonable changes without additional cost to the owner.
H. All obvious errors and/or omissions in the above mentioned documents shall be called to the attention of
the Engineer at least four days prior to the bid date. If notification is not received, no extras to the original
drawings and specifications will be authorized.
The Contractor shall provide a guarantee against defective workmanship, materials or equipment for a
period of one year from the date of acceptance. This guarantee shall include all costs encountered in the
replacing of defective work or materials. In the event the Contractor fails to take action to correct any such
defect within 24 hours after receipt of written notice, the work of correcting such defect may be
accomplished by the owner and the Contractor shall be liable for the cost of this work.
I The Contractor shall convey to the owner any additional guarantees or warranties provided by the
manufacturer of an individual item of equipment or material.
PART 2 -PRODUCTS
A. Raceway
1. EMT may be used for all branch circuit wiring in areas above grade and within the building. All
EMT shall be galvanized. All EMT fittings shall be steel compression type.
2. PVC, schedule 40, may be used for all branch circuit wiring below grade.
3. GRC shall be used for wiring when transitioning from below grade to above grade and subject to
physical damage.
2. Surface mounted conduits will only be permitted in Mechanical Room. All other conduit shall be
run above the ceiling or inside the concrete block walls.
24
B. Wire and Cable
1. Conductors shall be copper. Iusulation shall be type THHNIIHWN for sizes No. 12 to 8 AWG.
For conductors No. 6 and larger, insulation shall be type THW. Miniman size wire No. 12.
Conductors No. 10 and larger are to be stranded. Branch conduit outlets shall be connected as
indicated.
2. Color Codes: Conductors shall be color coded throughout Same color shall be used for branch
circuit wiring of a given phase. Conductors No. 6 AWG and larger may be Black, but shall be
identified with colored tape injunction boxes, pull boxes, panels, and service equipment
(a) 120/208V -Shall be Black, Red, or Blue with White for neutral.
(b) Continuity of neutrals of multi -wire branch circuits shall not be made on terminals of any
device. This will assure no opening of neutral in replacement of device.
3. Splices:
(a) #10 and below -Scotchlok or equal
(b) #8 and larger- HiPress or mechanical connector
(c) Epoxy splices shall be used for all below grade splices.
C. Boxes
1. Outlet Boxes shall be one-piece or projection welded galvanized stamped steel for gang sizes
required. Sectional boxes will not be acceptable. Boxes larger than standard shall be provided in
accordance with National Electrical Code where necessary to prevent crowding of wires.
2. Floor Boxes to be cast iron in wet locations, stamped steel elsewhere.
D. Wiring Devices
1. Mounting Heights:
(a) Switches at 4'0" or as noted
(b) Receptacles at 18" or as noted
(c) Telephone outlets at 18" or as noted
2. Wall Switches: Shall be intermediate grade, quiet -type, high performance switches rated at
20A/125V.
3. Receptacles: Wall receptacles shall be intermediate grade, duplex 3 -wire grounding type. Devices
shall be rated at 15A/125V. Receptacles and switches shall be back and side -wired with screw
terminals.
4. Power Outlets: Type and size as noted.
F. Panelboard, Loadcenter
Panelboard and loadcenters shall be as noted on plans with cover and typewritten directory inside
of cover. Panelboards shall be the product of ITE, Square D or Cutler Hammer.
2. Panel Bus shall be copper.
G. Lighting Fixtures
Provide lighting fixtures as indicated on the schedule.
25
s H. Electric Hand Dryer
Provide electric hand dryer as indicated on the schedule.
PART 3 -INSTALLATION
A. Identification
1. Tag all conductors and identify major conduits in or at wireways, panels, pullboxes, switchboards,
cabinets and similar items to assist in future circuit tracing. Conductor tags shall be
nonconductive.
2. Identify all circuits and equipment to correspond with the plans and specifications.
4. All junction boxes shall have type of system and voltage of
contained conductors stenciled on inside of box cover.
26
TECHNICAL SPECIFICATIONS
HARDEE PARK RESTROOM
DIVISION 1 GENERAL REQUIREMENTS PAGE
01010
Summary of Work
1
01025
Measurement and Payment
1
01050
Field Engineering
1
01090
Referenced Standards
2
01300
Submittals
2
01400
Quality Control
2
01500
Temporary Facilities and Controls
3
01700
Project Closeout
3
DIVISION 2
SITE WORK
02200
Earthwork
5
02250
Soil poisoning
5
02660
Water and Sewer Utilities
6
DIVISION 3
CONCRETE
03100
Concrete Formwork
7
03200
Concrete Reinforcement
7
03300
Cast -In -Place Concrete
7
DIVISION 4
MASONRY
04100
Mortar
9
04150
Masonry Reinforcement
9
04200
Unit Masonry
9
DIVISION 5
METALS
05100
Structural Metal Connections
10
05200
Pre -fabricated Connections
10
DIVISION 6
WOOD AND PLASTICS
06010
Lumber
11
06100
Rough Carpentry
11
DIVISION 7
THERMAL AND MOISTURE PROTECTION
07100
Waterproofing
12
07300
Fiberglass Shingle Roofing
12
07600
Flashing and Sheetmetal
12
07900
Sealants and Caulking
12
DIVISION 8
DOORS AND WINDOWS
08100
Fiberglass Doors and Metal Frames
13
08700
Hardware and Specialties
13
DIVISION
FINISHES
09700
Epoxy Flooring
15
09900 Painting
DIVISION 10 SPECIALTIES
10161 Toilet Partitions
10800 Toilet and Bath Accessories
10850 Mirrors
DIVISION 15 IMCHANICAL
15400 Plumbing
DIVISION 16 ELECTRICAL
15
18
19
21
22
16400 Service and Distribution 24
TECHNICAL SPECIFICATION
HARDEE PARK RESTROOM
DIVISION 1- GENERAL REQUIREMENTS
01010 Summary of Work
A. Project consists of the famishing of all labor, materials, equipment and services as required for the
construction of a furnished restroom building and as shown on the drawings and described in these
specifications.
B. The restroom building is to be located at the south end of Hardee Park on Barber Street in the City of
Sebastian as shown on the drawings, Sheet 1, Site plan.
01025 Measurement and Payment
A. Work under this contract will be paid per the Terms & Conditions as stated in the agreement document as a
lump sum.
B. The prices shall include all labor, materials, tools, and equipment required to complete the work.
C. Payment for repair and replacement of any existing utilities
will be included in the lump sum bid amount.
01050 Field Engineering
A. City shall stake location of facilities and provide horizontal and vertical stakes.
B. The Contractor shall verify limits of construction.
C. The Contractor shall keep records on project with sufficient detail so that as -built drawings may be
prepared.
D. The Contractor is responsible for establishing all finish grades.
01090 Referenced Standards
A. The latest edition of all referenced standards, including, but not limited to the following, are hereby made a
part of this Contract: The applicable portions of the Florida Department of Transportation's (FDOT)
Standard Specifications for Road and Bridge Construction and its supplements with changes pertaining
thereto, and the Indian River County (IRC) Water and Wastewater Utilities Standards. Further, the
applicable portions of the Southern Standard Building Code shall apply to this project.
B. All construction of items covered in the referenced standards shall conform to the Standard Specifications
and Plans unless shown otherwise herein. The CONTRACTOR shall have in his possession a copy of all
Contract Documents.
C. Applicable Standards listed in these Specifications include, but are not necessarily limited to, standards
promulgated by the following agencies and organizations:
1. AASHTO = American Association of State Highway and Transportation Officials, 341 National
Press Building, Washington, D.C. 20004.
2. ACI = American Concrete Institute, Box 19150, Redford Station, Detroit, Michigan 48219
3. AISC = American hrstitute of Steel Construction, Inc. 1221 Avenue of the Americas, New York,
N.Y. 10020
4. ASTM = American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103
5. NEC = National Electrical Code (see NFPA).
6. NFPA = National Fire Protection Association (Life Safety Code) 470 Atlantic Avenue, Boston,
MA 02210.
6. NFPA = National Fire Protection Association (Life Safety Code) 470 Atlantic Avenue, Boston,
MA 02210.
7. SBCC = Southern Building Code Congress International, Inc. 900 Montclair Road, Birmingham,
AL 35213.
g. SBC = Standard Building Code, latest adopted edition
9. Standard Plumbing Code
10. Indian River County Water and Utilities
01300 Submittals
A. General: Coordinate submittals with progress schedule and actual progress of work; allow five (5) working
days for Engineer's processing of submittals requiting review and approval. Use transmittal form to
establish complete record of submittals.
B. Copies Required: The Contractor shall submit three copies of each Shop Drawing. Re -submissions of Shop
Drawings shall be made in the same quantity until final approval is obtained.
C. Set of Samples: Submit two (2) sets; one set will be returned Submit full documentation with each set.
Except as otherwise indicated, sample submittals are for the City Engineer's observations of color, texture,
patten and "kind", as applicable. Maintain returned set at project site, for purpose of quality control
comparisons.
C. The Contractor shall keep one set of Shop Drawings marked with the Engineer's approval at the job site at
all times.
E. The Contractor shall thoroughly review and check the Shop Drawings, and each and every copy shall show
his approval thereon. If the Shop Drawings show or indicate departures from the Contract requirements,
the Contractor shall make
specific mention thereof in his letter of transmittal Failure to point out such departures shall not relieve the
Contractor from his responsibility to comply with the Drawings and Specifications.
F. The Contractor's approval and submission of the Shop Drawings to the Owner represents that he has
determined and verified all field measurements, field construction criteria, material catalogue numbers and
similar data and that he has checked and coordinated each Shop Drawing and sample with the requirements
of the work and Contract Documents.
G. Commencement of Work: Any portion of the work requiring the submission of a Shop Drawing, sample
and equipment and/or material brochure shall not be commenced until after approval of said submission by
the Owner. Work shall be done in accordance with the approved submission.
H. Interior color selections will be made by the Owner ONLY after receipt of complete set of samples and
Shop Drawings as required by interior work Failure to submit one or more required sample will result in
delay of color selection until all samples are received.
OWNER'S Review: Shop Drawings, samples, material and equipment brochures received by the Owner
which are not signed and dated by the Contractor indicating thorough review and approval by the
Contractor for compliance with the Contract Documents will be returned to the CONTRACTOR without
further action. Owner's checking is only for general conformance with the design concept of the Project
and general compliance with the information given in the Contract Documents. Any action taken is subject
to the requirements of the plans and specifications. Contractor is responsible for. quantities, dimensions
which shall be confirmed at the job site; fabrication processes and techniques of construction; coordination
of his work with that of all other trades and the satisfactory performance of his work.
01400 Quality Control
A. Tests and Inspections:
Costs for tests and inspections shall be paid by the Owner except as otherwise specified herein.
2. If the results of any test or inspections indicates failure to meet the specified requirements, the
Contractor shall reimburse the Owner for the costs of re -testing or re -inspection.
3. Excessive inspection costs incurred due to faulty or improper scheduling, or by unsuitable or
wasteful work practices by the Contractor or any of his subcontractors shall be reported to the
Engineer by the Inspector involved with such work, and such costs, if determined to be excessive,
shall be reimbursed to the Owner by the Contractor.
4. Maurer of Work - When in the opinion of the Engineer, tests or inspections are required because
of the manner in which the Contractor does his work, such as: questionable quality of
materials and/or worlonanship, questionable sources of material, substitution of materials or
sources of same for those previously accepted, or failure of material to comply with specification
or plan requirements; such tests or inspections shall be reimbursed to the Owner by the Contractor.
5. Reimbursements to the Owner for costs of tests and inspections shall be by Deductive Change
Orders from the Contract Sum
B. Defective Materials: The Engineer reserves the right to demand for test or special examination any material
or part thereof to insure compliance with the specifications and he may reject any material or part judged
defective as a result of such tests and the Contractor shall replace such defective material or part with
material or part that does comply with the specifications at no additional expense to the Owner.
C. Reports: Test and inspection reports shall be written immediately upon conclusion of each procedure;
copies shall be provided to the following:
Owner
Engineer
Contractor
Building Department
D. Test Criteria: The specific test and inspection procedures and their required results are enumerated herein
by reference to recognized standards and shall be the required method for testing and judging the results
unless deviations from the standards are specifically mentioned.
01500 Temporary Facilities and Controls
A. Purchase electric power or provide portable electric power for the construction of the project. Provide for
the extension of utility limes to the point of usage.
B. Make arrangements for developing water sources and supply all labor and equipment to collect, load,
transport, and apply water as accessary for compaction of materials, concrete construction operations,
testing, dust control, and other construction use.
C. Furnish potable drinking water in suitable dispensers and with cups for use of all employees at the job site
during the entire construction period.
D. Provide temporary chemical toilet facility. Maintain these during the entire period of construction under
this Contract for the use of all construction personnel on the job.
Chemical toilets and their maintenance shall meet the requirements of the State and local health regulations
and ordinances. Any facilities or maintenance methods fair meet these requirements shall be corrected
immediately.
E. Full time watchmen will not be specifically required as a part of the Contract, but the Contractor shall
inspect the area daily and take whatever measures are necessary to protect the safety of the public,
workmen, and materials, and provide for the security of the site, both day and night
01700 Project Closeout
A. Record Documentation
Record Drawings - Maintain a complete set of blue/black-line printings of Contract Drawings and
Shop Drawings for record mark-up purposes throughout the Contract time. Mark-up drawings
during the course of the work to show changes and actual installation conditions, sufficient to
form a complete record for OWNER'S purposes. Give particular attention to work which will be
concealed and difficult to measure and record at a later date, particularly work which may require
servicing or replacement during the life of the project Request subcontractors and mechanic s
marking the prints to sign and date each mark-up.
2. Maintenance Manuals - Provide three ring vinyl -covered binders containing required maintenance
manuals, properly identified and indexed. Include operating and maintenance instructions;
extended to cover emergencies, spare parts, warranties, inspection procedures, diagrams, safety,
security, and similar appropriate data for each system or equipment item.
B. Operator Instructions:
Require each installer of systems requiring continued opemtion/maintsnance by Owner's operating
personnel, to provide on location instruction to Owner's personnel, sufficient to ensure safe,
secure, efficient, non -failing utilization and operation of systems.
C. Final Cleaning:
At closeout time, clean or re -clean entire work to normal level for "first class" maintenance/cleaning of
building projects of a simile nature. Remove non — permanent protection and labels, polish glass,
clean exposed finishes, touch-up minor finish damage, clean or replace filters of mechanical systems,
remove debris and broom -clean non -occupied occupied spaces, sanitize plumbing facilities, clean light
fixtures and replace burned-ouddimmed lamps. Police grounds in the construction area, and perform
similar cleanup operations needed to produce a "clean" condition as determined by Engineer and Owner's
Representative.
D. Procedures at Substantial Completion:
Prerequisites - Comply with General Conditions and complete the following before requesting the
Building Department inspection of the work, or designated portion thereof; for substantial
completion.
Complete installation of building and equipment to such level as the Owner could, if necessary,
occupy the facilities.
Submit executed warranties, workmanship bonds, maintenance agreements, inspection certificates
and similar required documentation for specific units of work, enabling Owner's unrestricted
occupancy and use.
Complete instruction of Owner's operating personnel, and start-up of systems.
Complete final cleaning, and remove temporary facilities and tools.
Inspection Procedures - Upon completion of Contractor's own punch list items and receipt of
Contractor's request for inspection, Building Inspector will either proceed with inspection or
advise Contractor of prerequisites not fulfilled. Following initial inspection, Inspector will either
prepare certificate of substantial completion, or advise Contractor of work which M, be
performed prior to issuance of certificate; and repeat inspection when requested and assured that
work has been substantially completed. Results of completed inspection will from initial "punch -
list" for final acceptance.
E. Procedures at Final Acceptance:
Upon receipt of Contractor's notice that work has been completed, including punch -list items resulting from
earlier inspections, and excepting incomplete items delayed because of acceptable circumstances, Building
Inspector will re -inspect work Upon completion of re -inspection, Engineer will either recommend final
acceptance and final payment, or advise Contractor of work not completed or obligations not fulfilled as
required for final acceptance. If necessary, procedure will be repeated.
DIVISION 2 - SITE WORK
02200 -EARTHWORK
A. Work Included:
1. Site grading
2. Excavation and back -filling
3. Soil erosion control
B. Specification references:
The work specified in this Section shall conform to Section 120 of the Florida Department of
Transportation Standard Specifications for Road and Bridge Construction, latest edition, except as modified
herein.
C. Fill:
1. City will provide satisfactory fill materials delivered to the site.
2. "Satisfactory fill materials" include clean sand, free of roots, clay, organic or other deleterious
materials, properly worked to obtain optimum moisture and compaction.
D. Site Preparation
Excavate and remove from the construction area all surface organic and soils that contain organic
matter.
This clearing should extend 1 foot outside the imprint area of the pavement and other foundation
structures.
2. Fill necessary to bring the construction area up to planned grade shall consist of clean granular
materials, provided by the City delivered to the site. The fill shall extend at least 1 foot outside the
imprint area of the structure. A minimum testing frequency is one test per 2500 square feet of
compacted fill per 12 inch lift. The fill shall be spread in loose layers of 12 inches (maximum) and
compacted to the following percentages of maximum density as determined by AASETO T-180:
subgrade beneath structures, sidewalk, and paved areas- 98%, surfaces beneath grassed or
landscaped areas- 95%.
3. The Contractor shall be responsible for disposal of waste and excess material.
E. Erosion Control
1. Soil erosion control is necessary to prevent silt from being carried down the bank to the asphalt
pavement; silt fences are to be installed along the west and south sides of, and spaced approximately
4'from the excavation perimeter.
2. Silt fences shall be removed when they have served their useful purpose.
02250SOEL POISONING
A. Provide soil treatment for Termite control, as herein specified. In addition to the requirements of these
specifications, comply with the manufacturer's instructions and recommendations for all phases of the
Work.
B. Treat compacted soil under all slabs and extending five (5) feet beyond building perimeter at the rate of one
gallon per ten square feet and at the rate of two (2) gallons per five (5) lineal feet of foundation with Dow
"Dursban T.C.". Treatment shall not be made when ground is excessively wet or directly after heavy rains.
C. Reapply treatment to areas disturbed by subsequent excavation or other construction activities following
application.
D. Provide a written guarantee certifying that chemicals having the required concentration and rate of
application have been applied and that soil treatment will prevent the attack of subterranean termite for a
period of at least five (5) years.
02660 -WATER AND SEWER UTILITIES
A. All work under this section shall be as shown on the site plan.
B. All water and wastewater utility construction shall be in accordance with IRC Water and Wastewater
Utilities Standards.
C. A 4" schedule 40 PVC waste pipe shall extend approximately 4-6' from the west side of the building and
shall be capped off as indicated on the site plan; this pipe will be connected to the future on-site waste
disposal system by others.
DIVISION 3 - CONCRETE
03100 - CONCRETE FORMWORK
A. Adequate and safe design of formwork is the responsibility of the Contractor. Applicable provisions of
ACI "Recommended Practice for Concrete Formwork ACI 347, are hereby made a part of this
specification. Install sleeves, inserts, anchors and other fastening devices required for fastening of other
work, forms, and footings, columns and beams.
B. All Forms and soil under concrete slabs shall be thoroughly wetted before placement
03200 - CONCRETE REINFORCEMENT
A. 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI -318-71 are hereby made
a part of this specification. Work in this section shall conform to these requirements.
B. Deformed Bars shall meet ASTM A-615 grade 60. Bending shall be done without beating. Reinforcement
shall be securely tied in position in forms having not less than 1 1/2" coverage in beams, slabs and columns
and not less than 3" in footings. Provide bent bars at all comers of footings and tie beams.
C. Wire mesh shall meet ASTM A-185 and be 6" x 6" #10 gauge welded wire fabric unless otherwise shown
on the Drawings. Raise mesh at least 1" above bottom of slab.
03300 -CAST -IN-PLACE CONCRETE
PART 1- MATERIAL REOUIRIHY ENTS:
Cast -In -Place Concrete shall meet the following requirements:
A. Portland Cement: American Standard Brand per ASTM C-159, Type 1.
B. Fine Aggregate: Shall be sharp, clean passing a #8 sieve meeting ASTM C -33.
C. Coarse Aggregate: ASTM C -33 gravel or crushed stone. Size graded from 1" down. Size for column and
beam pours shall be 1/2" and down.
D. Water. Shall be potable quality.
E. Strength: All concrete s; -dl be 3000 PSI at 28 days unless shown otherwise on the Drawings.
PART 2- FINISHES
A. Force coarse aggregate from surface, screed level and float, machine trowel smooth finish. Add broom
texture and edge finish
B. Place concrete as near to final position as possible to avoid segregation from excessive handling.
C. Mechanical vibrator shall be employed to work concrete around reinforcing steel, embedments and comers.
D. Partially hardened or re -tempered concrete shall not be used in any part of the project. Water shall not be
added to the design mix without written approval of the Engineer. Concrete so altered shall be removed and
necessary repairs made to replace same at no additional expense to the Owner.
E. Honeycombing or planes of weakness apparent in the exposed concrete work shall be patched or removed
and replaced at the discretion of the owner. Such repairs shall be made at no additional cost to the Owner.
F. Continuous pipe screeds shall be employed by Contractor to ensure even and teniform slopes as shown on
the Drawings.
G. Exposed concrete shall be hand rubbed to uniform appearance, all voids floated.
PART 3- TESTING
A. Slump and cylinder tests shall be made of all structural concrete in footings, and floors.
B. Testing Procedure
1. Standard 6 inch x 12 inch cylinders made of concrete for foundations, columns beams and slabs
per ASTM C-143. Take from the same batch for each 50 cubic yards or fraction thereof and at
least four (4) cylinders from each day's pour. Cure cylinders; one broken at 7 days; one at 14
days, one at 28 days; one held in reserve.
2. Prepare and mark test cylinders and deliver them to an independent laboratory approved by the
Owner. Laboratory tests paid for by the Owner.
3. If formal cylinder test is below specified minimum strength the owner may require core tests of
hardened concrete in place to be made per ASTM C -42. If this test shows strength to be below
specification, concrete in question shall be removed and replaced without cost to the Owner. Other
work damaged by such repair shall be replaced at no cost to the Owner. Patching of test core sites
shall be performed by the Contractor.
Maximum slump shall be 5 ":1 1
C. Time: Concrete shall be placed within 90 minutes of adding cement and aggregate or within 45 minutes of
adding water and admixtures.
DfWSION 4 - MASONRY
04100 - MORTAR
A. Provide mortar conforming to ASTM C-91 for Masonry Cement, and ASTM C-150 for Portland Cement
B. Sand for mortar shall be clean, hard, sharp sand conforming to ASTM C-144. Water for mortar shall be
potable.
C. Mortar for use below grade shall be Type M (one part Portland Cement, one part Type II Masonry cement
and six parts sand by volume). Mortar for use above grade shall be Type M or N (one part Type U masonry
cement and three parts sand by volume).
D. Grout shall conform to ASTM C-476. Aggregates for grout to meet ASTM C-404 or ASTM C-144.
E. Grout shall reach compressive strength of 2,500 psi (x328 days.
F. Slump for grout shall be 9" t 1".
04150 - MASONRY REINFORCEMENT
A. Provide 'Dur -O -Wall" standard weight all galvanized 9 gage ladder ties at every second course of concrete
masonry units. Lap splices 6" min.
B. Prefabricated comets and tees shall be provided in each course with ladder ties.
C. Top course and two courses above all openings shall be reinforced 24" beyond opening.
D. Nstall vertical deformed bars centered in walls are as shown on drawings. All cells so reinforced shall be
solidly grouted between poured concrete beams with column grade concrete.
04200 -UNIT MASONRY
A. The Contractor shall fumish all materials, labor, and equipment necessary for the installation and
completion of all masonry work.
B. Concrete block units shall conform with ASTM C-90, Provide all shapes and sizes required to complete
the Work with a minimum of cutting and piecing. Placement of unit masonry shall be straight plumb and
'aue to a tolerance of 1/8" in ten feet
C. Nominal masonry unit sizes and vent unit size shall be as specified on the drawings.
D. Provide clean-out opening at bottoms of all cells to be filled at each lift or pour of.grotrt, when such lift or
pour is in excess of 4 feet in height Seal clean -outs after inspection and before grouting.
E. Build in bolts, straps, hangers, inserts and other anchorage devices required to support framing and other
attachments required, as the work progresses.
F. Lay concrete block in running bond with successive courses in stack bond Mortar joints to be 3/8", tooled
as shown on the Drawings.
G. Provide temporary bracing as required to support new concrete block wall panels and as required by
Engineer.
H. Split face unit masonry shall be 8" x 8" x l'— 4" (nominal) split face concrete masonry units. Comer and
other special units shall be used to provide complete job.
Tarmac Demaco Block, Mushroom E0034, or equal shall be used
Provide sample block for Engineer's review.
DIVISION 5 - METALS
05100 - STRUCTURAL METAL CONNECTIONS
A. Truss connector plates shall be hot dip galvanized steel and shall be from one plate manufact=
B. Furnish all anchors, clamps, bolts, screws, etc., required for the completion of the work After fabrication
and installation round rough edges and comers in accessible areas.
05200 - PRE FABRICATED CONNECTIONS
A. Provide Simpson Strong -Tie hangers and hurricane clips as shown on the Drawings.
B. Material: Hot dip galvanized steel.
LI,
DIVISION 6 - WOOD AND PLASTICS
06010 - LUMBER
A. Truss framing and finish lumber shall be dense Southern Yellow Pine, straight and true. Material shall be kilt
dried to maximum 19% moisture content
B. Factors and grades as follows, unless otherwise noted on drawings:
1. Concealed work and roof sheathing shall be # 2 and better.
2. Blocking, bracing, and nailers (excepting roof sheathing) shall be utility grade pressure treated and
provided as required.
Fascia and soffit shall be dense Southern Yellow Pine, and shall match fascia and soffit of existing
building.
06100 - ROUGH CARPENTRY
A. Contractor shall furnish all labor, materials and equipment necessary for the completion of Rough
Carpentry work as shown on the Drawings and hereinafter specified
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work.
C. Interior ceiling finish shall be #2 or better 1" x 6" tongue and groove cypress.
D. Roof sheathing shall be 1/2" CDX plywood.
K
L. The Contractor shall supply and install all rough hardware including bolts, plates, nails, anchors, brackets,
spikes, screws, clip hangers and other fasteners necessary for completion of the Work Rough
hardware shall be Type 316 stainless steel or hot -dipped galvanized.
F. The Contractor shall provide anchors, blocking etc, required by other Sections to be built in. Provide
grounds and blocking for all Sections.
G. Nails shall be ring shank, stainless steel for all Work unless otherwise noted on the drawings. Subdrill
where necessary.
H. Remove wood, including form lumber, scrap lumber, shavings, and sawdust in contact with ground. Leave
no wood buried in fill or backfill. Do not bum any wood on job. Dispose of as required by the State of
Florida, U. S. Agencies, and
Indian River County.
Protect wood products delivered to the Site from wetting and moisture gain by storing on elevated sills and
by covering with well secured waterproof covers.
K Fit framing closely, set accurately to required lines and levels, and secure rigidly in place. Set horizontal
and inclined members with crown edge up. Do not cut, notch, or bore structural members without the
owner's written approvaL Bolt, nail and spike in a thorough manner. Framing members shall provide full
contact at all bearing surfaces.
11
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07100 - WATERPROOFING
A. The Contractor shall famish all materials, labor, and equipment necessary for the installation and
completion of the work.
B. The Contractor shall examine all work in direct contact with or having an effect on his work If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work
C. Coordinate waterproofing with other trades and make provisions for their work so as to avoid cutting and
patching. Protect completed membranes from damage until the building is completed.
D. Contractor shall furnish and install 0.006" polyethylene vapor barrier under floor slab reinforcing bars and
welded wire mesh. Protect from damage until floor slab is poured.
07300 - FIBERGLASS SHINGLE ROOFING
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the
fiberglass roofing shingles as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work
C. The Contractor shall provide a five-year written guarantee against any defects in material and workmanship
for roofing, flashing and complete roofing membrane.
D. Provide minimum 240# "Architectural" fiberglass glue tab shingles. Pattern and color to be selected by
owner.
E. Shingles shall be installed per SBCCI acceptance for 120 MPH wind zone. All fasteners for tintabs and
shingles shall be hand driven nails. Staples and gun shot nails are not acceptable.
07600 - FLASHING AND SBEEIMETAL
A. The Contractor shall famish all materials, labor, and equipment necessary for the installation and
completion of the flashing and sheetmetal work-
B.
orkB. The work under this Section shall include, but not be limited to, flashing, cotmterflashing, curbs, cants, and
other devices shown on the Drawings or needed for a proper and complete installation.
C. The Contractor shall examine all work in direct contact with or having an effect an his work If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work
D. when any inherent flashing which forms part of any equipment such as vent pipes, exhaust fans, electrical
devices, etc. is insufficient to make a waterproof connection with the roofing counter flashing, the roofing
sub -contractor shall furnish and install whatever additional flashing or counter flashing may be required to
make a given connection waterproof.
12
E. Soil and vent pipes extending through roof shall be fleshed with flashing famished under the Plumbing
Section and installed under this Section.
F. All exposed fleshing, countertlashing, stops, etc. shall be 16 oz. copper sheet. All shapes shall be formed on
a bending break. Imperfections such as holes, dents, creases, or crinkles will not be accepted. Nails to
fasten flashing shall be copper or bronze.
G. The angle of bends and the folds for interlocking the metal shall be made with fall regard for expansion and
contraction to avoid buckling or fullness in the metal after it is in service. Provide for thermal expansion of
all flashing, counter flashing, stops, etc. with joints on 10 foot centers and located two (2) feet from comers
and intersections. Overlap adjacent pieces of continuous flashing a minimum of 8".
H. Conceal fasteners and expansion joints wherever possible. Fold back edges on concealed side of exposed
edges to form them. Do not face nail.
07900 - SEALANTS AND CAULKING:
A. Standard ca„t� compound for interior sealing shall be an acrylic latex compound such as DAP latex
caulk or DeWitt latex caulking. Color shall be manufacturer's standard paiumble grade.
B. Sealant for exterior work shall be a semi -silicone product
13
DIVISION 8 -DOORS AND WINDOWS
08100 - DOORS AND FRAMES
A. General: The Contractor shall supply all materials, labor and equipment necessary for the installation of all
metal doors and frames as shown on the Drawings.
B. Inspection: The Contractor shall examine all work in direct contact with or having an effect on the metal
doors and frames. If any defects are found that would have an adverse effect on his work, the Contractor
shall notify the owner in writing. If the Contractor proceeds with his work without affecting this
notification, it shall be construed as an acceptance by him of all preceding work
C. The Contractor shall provide 5 3/4" x 2" 16 gage forged steel frames. Provide three rubber bumpers at
closure. Provide weather stripping and accessories as delineated on the drawings, Sheet 3, Door Schedule
and Section 08700, para. I of the Specifications.
D. Install frame with minimae of six wall anchors; frames shall be delivered with baked 20 mil coat of zinc
chromate alkyd primer.
E. The Contractor shall provide fiberglass full flush veneer doors. Doors to be hinged as shown on the
Drawings.
F. Frames shall be double hot dipped G-90 galvanized steel, painted per Section 09900.
G. Coat back of frame and wall anchors with coal tar epoxy.
H. Provide shop drawings per Section 01850.
08700 - HARDWARE AND SPECIALTIES:
A. The Contractor shall famish all materials, labor, and equipment necessary for the installation of all the
hardware and specialties.
B. The Contractor shall examine all work in direct contact with or having an effect on all hardware and
specialty items. If any defects are found that would have an adverse effect on his work, the Contractor shall
notify the owner in writing. If the Contractor proceeds with his work without affecting this notification, it
shall be construed as an acceptance by him of all preceding work.
C. The hardware headings are intended to cover all the doors of the building and establish a standard of
quality and application. It is the specific duty of the hardware supplier to examine the plans and
specifications and advise the owner of any omissions or discrepancies. Authorization for change shall be by
addendum only. The omission of an item from this section does not relieve the Contractor from providing
hardware for all parts of the building where such items would normally be required in order to properly
complete the work.
1. Proposal is to cover the installation and furnishing of finish hardware as detailed. Proposal must
read "In accordance with plans and specifications", and is not to be qualified in any manner.
2. It is the responsibility of the hardware supplier to famish hardware that conforms to all code
requirements.
D. All hardware shall be new and free from defects. Products are to be those specified. Any requests for
substitutions will require owners approval.
E. Items of hardware shall be packaged separately, labeled with corresponding symbols to that on the
hardware schedule to identify hardware location within building. Each container or package shall include
necessary fastenings, instructions, and installation templates to facilitate installation. All hardware shall be
delivered, transportation charges prepaid, to the job site or to the door manufacturer.
14
F. Furnish two (2) change keys with each lock set All keys shall remain in the possession of the Contractor
under maximum security until Project completion. The Contractor will label the key at the time of
installation. Keys will be turned over to the Owner at Project completion All doors to be keyed alike.
G. Installation:
1. Install and adjust for proper operation and function Cover door knobs and other surfaces while all
finish work is in progress. Clean paint from exposed surfaces thoroughly before building is
occupied
2. All fasteners shall be the type consistent with the job conditions and the quality of the hardware
and shall match in finish.
3. Install stops and holders at approved locations.
a) On concrete and solid masonry with lead shields (rawl plugs not acceptable);
b) On hollow wall, with toggle bolts;
c) To doors with through bolts and grommet nuts or hex nuts as applicable.
H. Install finish hardware after operations causing dampness have been completed. At final completion, leave
hardware clean and free from disfigurement
I. Hardware Schedule
All hardware must have maximum salt tolerance finish Stainless steel is preferred; alternatives
may be recommended and subject to approval by the City Project Engineer.
2. Door A — Men's Room and Women's Room
Push plate - S.S. (Rockwood) 70F 8x16 US32D or equal
Pull W/Plate - S.S. (Rockwood) 123x70C TB US32D or equal
Ball Bearing Hinges, stainless steel with stainless steel
pin - (Hager) BB 11914-1/2" x4-1/2" US32D NRP or equal
Dead Bolt; keyed one side electromagnetically operated (Schlage) L9464 US32D or equal
Kickplate; inside stainless steel (Rockwood) SMS US32D or equal
Door Closers; LCN Closer 4040PA SNB AL1 Doors Stops; Ives
Stop 444 PA28 or equal; must be set for 8.5 lb max force to open
Note: Alternative to push-pull plates and eletromagnetically controlled deadbolt shall be an
eletromagnetically-operated, keyed door lever, ADA approved.
3. Door A — Mechanical Room.
Storage lockset - (Schlage) L9464 US32D or equal
Hinges, with S.S. pin Hager) 11914-1/2"x4-1/2" US32D NRP or equal
Dead bolt; keyed one side - (Schlage) L9464 US32D or equal
Pemko Stops; Ives stop 444 PA28 or equal
4. B 1 and B2; as supplied by partition door supplier (Santana)
15
DIVISION 9 - FINISHES
09700 EPDXY FLOORING AND BASE
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the epoxy
floor and integral cove base as shown on the drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without affecting such notification, it shall be construed as an acceptance by him of
all preceding work.
Before starting work, verify existing slopes to floor drains
Function properly and do not leave standing water or 'bird baths." If such conditions are found to exist,
notify the Engineer before proceeding with the work
C. Epoxy/Sand Floor Finish
Interior floors shall be finished with "dur-a-quartz" epoxy sand flooring system as manufactured
by Dur -a -flex, Inc., Florida distributor Dar -a -bond, Inc., 142 NW 29th Street, Miami, Fl 33127
(305)523-4921 FAX (305)576-6533.
2. Apply flooring material using the 'broadcast method", minimum thickness shall be 1". Surface
texture shall be non-skid.
3. Provide a continuous and seamless 4" wall base with floor, intersection of wall and floor shall
have a radius.
D. Submittals: Provide manufacturer's literature and method of application for review. Provide color chart for
color selection.
09900 - PAINTING
A. The Contractor shall furnish all materials, labor, and equipment necessary for the complete painting of all
non-prefinished work on the interior and exterior of the building as shown on the Drawings and as
hereinafter specified.
B. The Contractor shall examine all work in direct contact with or having an effect on his work If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work
C. Painted surfaces shall receive at least two (2) coats over primer except as otherwise noted. Coats one and
two shall be visibly different in color when dry. Painting shall not be required on areas noted as being
covered with a prefinished material or as being unfinished.
D. Unless otherwise specified below, all paint and primers shall be a first line product of Pittsburg, Benjamin
Moore, Sherwin Williams or Behr.
E. Painting Schedule
1. Exterior Wood: Soffit and Fascia
Apply wood preservative such as such as woodlife
2. Interior Woad: 1x6 cypress ceiling
16
Two coats Behr Plus 10 Semi -Transparent Stam color #337 Pinto
White
3. Floor.
Seal-Krete conc. Sealer or equal (available at Home Depot) apply
per manufacturer's instructions
The floors of the restrooms shall be finished with an epoxy/sand
floor finish as specified in Section 09700
4. Interior Concrete Block:
Two coats Behr plus 10 Masonry and Stucco Paint #B-570 Opal
5. Exterior Concrete Block
Seal-krete concrete sealer or equal (Sec 3. above)
6. Door Frames:
Behr #436 Exterior Primer; two coats Behr Exterior Satin Enamel
Color Cranberry to match intexiorpartition door (see Section 10161 Part 2C.)
6. Fiberglass Door.
Same as above for Door Frame
F. Submittals
Provide color charts for verification of pre -selected colors and for selection of metal door and
flame colors.
17
DIVISION 10 - SPECIALTIES
10161 -TOILET PARTITIONS
PART 1— GENERAL
A. 6" conc. Block toilet and urinal partitions, as shown on the drawings,
shall be built by the Contractor.
B. The toilet partitions doors shall be Santana POLY -MAR, and shall be installed by the supplier. The
Contractor sball be responsible for timely delivery of the partitions.
C. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of the
materials, the Contractor shall notify the Owner in writing of the nature of the defects. If the Contractor
allows this work to proceed without effecting such notification, it shall be construed as an acceptance by
him of all preceding work.
D. Requirements of the general conditions and special conditions apply to the work in this section. Work of
this section consists of, but is not limited to the following:
1. Toilet stalls, stall doors, screens and entry partitions.
2. Hardware, etc. for stalls.
3. Shop Drawings.
4. Guarantee per general conditions.
E. Submit three (3) sets of shop drawings, including details and a sample of each item of hardware for owner's
approval.
F. Warranty: Santana warranty for partition doors
PART 2- MATERIALS
A. Toilet partitions and urinal screen shall be 6"x8"x16" concrete masonry
Units reinforced and fastened to the 8" CMU walls as shown on the
Drawings.
B. The toilet partition doors shall be Santana POLY -MAR, 55" high,
color #410 Cranberry (available from Stambome and Associates, 941-646-
6445).
C. Each door shall be famished with one (1) POLY -MAR wall strip approximately 1"x4" for mounting the
door hinges; two (2) stainless steel door hinges; one (1) coat hook/bumper of heavy chrome plated Zamak
with rubber bumper.
D. Door mounting and latch hardware are to be stainless steel or Santana's
most corrosion resistant heavy duty hardware.
E. POLY -MAR materials are to arrive at the jobsite with special protective plastic covering.
PART 3 -INSTALLATION
A. Installation of partition doors shall be by the supplier in accordance with the manufacturer's standard
recommendations and the following:
1H
1. All parts shall be erected in a substantial manner, straight, level and plumb.
2. No evidence of dulling, cutting or patching shall be visible in the finished work.
3. Clearance at vertical edges of doors shall be uniform top to bottom and shall not exceed 3/16".
4. Finished surfaces shall be cleaned after installation and left free of imperfections.
10800 - TOILET AND BATH ACCESSORIES
PART 1 - GENERAL
A. The Contractor shall fish all materials, labor and equipment necessary for the installation of the toilet
and bath accessories as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner in writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work (Also see Part 3, Paragraph A, 1-3)
C. Quality Assurance:
1. Manufacturers: Model numbers are for washroom accessories manufactured by Bobn
Washroom Equipment Co., Inc, and are listed as a standard of quality. Equivalent products of
other manufacturers may be acceptable, if in the judgment of the owner, they meet the intent of
the specification in terms of design, function, materials, and quality of workmanship. Other
manufacturers may be proposed for consideration by submitting technical data sheets for each unit
required no later than ten (10) days prior to bid date.
2. Accessories shall be products of a single manufacturer except for the soap dispensers, hand dryer
and waste receptacle as indicated on the drawings, Sheet 3, Bathroom Accessory Schedule.
D. Submittals:
A submittal folder containing the manufacturer's catalog, data sheets, parts list, and all keys supplied by
manufacturer rmst be presented to the Owner at the completion of the installation for the owner's
permanent records.
E. Product Deliverv, Storage, and Handling
Deliver items in manufacturer's unopened, original protective packaging.
2. Store materials in original protective packaging in a secured area to prevent soiling, physical
damage, wetting, or theft.
3. Maintain protective covers on all ua s and handle so as to protect the finish.
F. Guarantee:
All accessories to be guaranteed for a full year against factory defects. Angle frame mirrors shall have a 15 year
guarantee against silver spoilage and cbaffiel frame mirrors shall have a 10 year guarantee against silver
spoilage.
PART 2 -PRODUCTS
A. Accessory Schedule
IW
NOTE: All finishes shall be brushed stainless steel BOBRICK Washroom Accessories and WORLD
HANDRYER.
Men's Washroom:
(2) Grab Bar. B-6806 42" and B 6806 36" with tamper -proof mounting bolts.
(1) Toilet tissue dispenser B-2893
(1) Soap Dispenser Impact 4040 (available from Southern Janitor Supply Inc., Melbourne)
(1) Paper Towel Dispenser Bobrick 262
(1) Electric Hand Dryer WOR -A5 #973 (brushed s.s. cover) w/non-
swivel nozzle
(1) Waste Receptacle Rubbermaid 3546 w/Untouchable Top 3548
Color LG (available from Southern Janitor Supply Inc., Melbourne
2. Women's Washroom:
(2) Grab Bar. B-6806 42" and B6806 36" with tamper -proof mounting bolts.
(1) Toilet tissue dispenser B-2893
(1) Feminine Napkin Disposal B-271, surface mounted
(1) Soap Dispenser Impact 4040
(1) Electric Hand Dryer WOR- A5 #973 (brushed s.s. cover) w/non-
swivel nozzle
(1) Paper Towel Dispenser B-262
(1) Waste Receptacle Rubbermaid 3546 w/Untouchable Top 3548 color
LG
PART 3 -EXECUTION:
A. ection:
1. Check wall opening for correct dimensions, plumbness of blocking or fimmes, and other
preparation that would affect installation of accessories.
2. Verify spacing of plumbing factures and toilet partitions that affect installation of accessories.
3. Do not begin installation until openings and surfaces are acceptable.
B. Installation:
1. Install accessories at locations and heights indicated on the drawings, level and plumb. Installation
methods shall be in accordance with manufacturer's recommendations and ADA specifications.
2. Install manufacturer's recommended anchor system for all grab bars. Conceal evidence of drilling,
cutting and fitting on adjacent finishes.
3. Fit flanges of accessories snug to wall surfaces. Provide for caulking in gaps between return
flanges and finish wall if necessary.
4. Contractor shall be responsible for ADA compliance.
20
C. Final Details:
Adjust accessories for proper operation
2. Clean exposed surfaces prior to final inspection.
3. Deliver accessories schedule, keys and parts and service sheets as part of close out documents for
Owner's permanent records.
10850 - 31MORS
A. The Contractor shall furnish all materials, labor, and equipment necessary for the installation of all mirrors
as shown on the Drawings.
B. The Contractor shall examine all work in direct contact with or having an effect on his work. If any defects
are found that would have an adverse effect on the erection or completion of the installation of his
materials, the Contractor shall notify the owner m writing of the nature of the defects. If the Contractor
proceeds with his work without effecting such notification, it shall be construed as an acceptance by him of
all preceding work
C. Provide 16" x 24" Bobrick B-165-1624 framed mirror.
D. Contractor shall install mirrors as per manufacturer's recommendations and as per plan and elevations.
Mounting brackets shall be square and plumb.
21
DIVISION 15 -MECHANICAL
15400 - PLUMBING
A. Scope
Plumbing contractor shall furnish all labor, materials and equipment necessary for the complete installation
of the soil and vent piping, water service, tap valves, boxes, and cold water supply system; plumbing
fittings and fixtures; and all related fittings and controL
A schedule 40 4" PVC waste pipe shall be capped off approximately 6' from building as shown on the
drawing, Sheet 1; to be connected to lift station by others.
B. Specifications and Drawings
The drawings indicate the general arrangement of the plumbing systems. These specifications and
drawings shall supplement each other. Equipment and piping shall fit into the space allocated and
shall provide all necessary clearance for service and maintenance.
2. Changes: Deviations or substitution of equipment shall be coordinated with effected trades and
provided at no additional cost to the Owner.
Errors and omissions: All obvious errors and/or omissions in the construction documents shall be
called to the attention of the Engineer at least four days prior to the bid date. If notification is not
received no extras to the original drawings and specifications will be authorized.
C. Codes and Standards
Plumbing work provided shall conform to the local, state and national Plumbing Codes and other
applicable Hiles, regulations, codes, standards, ordinances and laws, including ADA regulations.
D. Permits and Inspections
The plumbing contractor shall procure all permits and pay all fees associated with the permitting
installation and inspection process. The Plumbing Contractor shall coordinate all inspections with the
General Contractor.
E. Materials
1. Sanitary waste: PVC Schedule 40.
2. Copper Water Piping: (a) Below grade - Soft copper type "K". (b) Above grade -Type M" sweated
or flanged
3. Joints to be wrought or cast bronze. Lead free solder is to be used on all joints.
4. Exposed plumbing traps shall be chrome plated brass. Concealed plumbing traps may be PVC.
5. All final connections to plumbing fixtures shall be valved. Exposed piping and valves shall be
chrome plated brass.
6. Air chambers, at least one pipe size larger, shall be installed at each fixture. Provide an additional
air chamber for each main water riser.
7. Fixtures: See schedule.
F. Installation
1. All water piping within the building shall be copper and run continuous. All piping shall be
properly supported with hangers of compatible material and all water pipes passing through
22
concrete shall be sleeved to prevent chemical reactions. Piping passing through fire rated walls
and floors shall be protected using listed fire rated assemblies.
2. Verify locations of sewer and water connections before installing.
All escutcheons shall be caulked to prevent intrusion of water. All plumbing fixtures, when
applicable, shall be caulked to the surrounding surface.
4. On completion of work, remove all excess material, equipment and
debris. Leave work in clean condition for general contractor.
Water piping shall be tested at 150 PSI for eight hours. Sanitary piping shall be tested at 10' of
head for eight hours.
6. Sloan flush valves shall be located in Mechanical Room
G. Guarantees
1. Guarantee all equipment, material and workmanship to conform with this section of the
specifications. Parts defective or not as specified shall be replaced in the system and retested, at no
additional cost to the Owner, for a period of two years after formal acceptance of the completed
works
2. Contractor is to furnish Owner with as built drawings and shop drawings of all equipment.
23
DIVISION 16 - ELECTRICAL
16400 - SERVICE AND DISTRIBUTION
PART 1 - GENERAL
A. The requirements of the general, supplementary and special conditions of the contract specifications and
drawings are hereby made a part of this section of the specifications.
B. It is the intent of the plans and specifications to provide a complete and operating installation including all
obviously necessary items even though items are not indicated on the drawings or specifications.
C. The Contractor shall secure and pay for all permits, State Sales Tax, Federal Excise Tax, royalties
and other taxes or fees as required for installation of a complete system as outlined herein and as
shown on the plans. The Contractor shall secure all necessary licenses and insurance.
D. The worst shall comply with the latest applicable requirements of the NFPA, the NEC, and all local codes
governing this installation as a minimum standard unless specifications listed herein or shown on the plans
require a higher minimum standard.
E. Where one manufacturer only is named, the bids shall be based on furnishing equipment or materials by
this manufacturer. Products of other manufacturers will be considered for use if in the Engineers opinion,
the item requested for substitution is equal to that specified. Where no manufacturers are named, the
Contractor shall select equipment or material which meets the specifications.
F. The contract drawings indicate the extent and general arrangements of equipment and systems. If any
departures from the contract drawings are deemed necessary by the Contractor, details of such departures
and reasons therefore shall be submitted to the City for approval No such departures shall be made without
the prior written approval of the City.
G. The Contractor shall conform to all reasonable changes without additional cost to the owner.
A. All obvious errors and/or omissions in the above mentioned documents shall be called to the attention of
the Engineer at least four days prior to the bid date. If notification is not received, no extras to the original
drawings and specifications will be authorized
L The Contractor shall provide a guarantee against defective workmanship, materials or equipment for a
period of one year from the date of acceptance. This guarantee shall include all costs encountered in the
replacing of defective work or materials. In the event the Contractor falls to take action to correct any such
defect witbin 24 hours after receipt of written notice, the work of correcting such defect may be
accomplished by the owner and the Contractor shall be liable for the cost of this work.
I The Contractor shall convey to the owner any additional guarantees or warranties provided by the
manufacturer of an individual item of equipment or material.
PART 2 -PRODUCTS
A. Raceway
1. EMT may be used for all branch circuit wiring in areas above grade and within the building. All
EMT shall be galvanized. All EMT fittings shall be steel compression type.
2. PVC, schedule 40, may be used for all branch circuit wiring below grade.
3. GRC shall be used for wiring when transitioning from below grade to above grade and subject to
physical. damage.
2. Surface mounted conduits will only be permitted in Mechanical Room. All other conduit shall be
nm above the ceiling or inside the concrete block walls.
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B. Wire and Cable
1. Conductors shall be copper. Insulation shall be type THHNlrHWN for sizes No. 12 to 8 AWG.
For conductors No. 6 and larger, insulation shall be type THW. Minimum size wire No. 12.
Conductors No. 10 and larger are to be stranded. Branch conduit outlets shall be connected as
indicated.
2. Color Codes: Conductors shall be color coded throughout Same color shall be used for branch
circuit wiring of a given phase. Conductors No. 6 AWG and larger may be Black, but shall be
identified with colored tape in junction boxes, pull boxes, panels, and service equipment
(a) 120/208V -Shall be Black, Red, or Blue with White for neutral.
(b) Continuity of neutrals of multi -wire branch circuits shall not be made on terminals of any
device. This will assure no opening of neutral in replacement of device.
3. Splices:
(a) #10 and below-Scotchlok or equal
(b) #8 and larger- HiPress or mechanical connector
(c) Epoxy splices shall be used for all below grade splices.
C. Boxes
1. Outlet Boxes shall be one-piece or projection welded galvanized stamped steel for gang sizes
required. Sectional boxes will not be acceptable. Boxes larger than standard shall be provided in
accordance with National Electrical Code where necessary to prevent crowding of wires.
2. Floor Boxes to be cast iron in wet locations, stamped steel elsewhere.
D. Wiring Devices
1. Mounting Heights:
(a) Switches at 4'0" or as noted
(b) Receptacles at 18" or as noted
(c) Telephone outlets at 18" or as noted
2. Wall Switches: Shall be intermediate grade, quiet -type, high performance switches rated at
20A/125V.
3. Receptacles: Wall receptacles shall be intermediate grade, duplex 3 -wire grounding type. Devices
shall be rated at 15A/125V. Receptacles and switches shall be back and side -wired with screw
teraduals.
4. Power Outlets: Type and size as noted.
F. Panelboard. Loadcenter
1. Panelboard and loadcenters shall be as noted on plans with cover and typewritten directory inside
of cover. Panelboards shall be the product of 1TE, Square D or Cutler Hammer.
2. Panel Bus shall be copper.
G. Lighting Fixtures
Provide lighting fixtures as indicated on the schedule.
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H. Electric Hand Dry
Provide electric hand dryer as indicated on the schedule.
PART 3 -INSTALLATION
A. Identification
Tag all conductors and identify major conduits in or at wireways, panels, pullboxes, switchboards,
cabinets and similar items to assist in future circuit tracing. Conductor tags shall be
nonconductive.
2. Identify all circuits and equipment to correspond with the plans and specifications.
4. All junction boxes shall have type of system and voltage of
contained conductors stenciled on inside of box cover.
OU