HomeMy WebLinkAbout401 E Seminole Blvd (1969) (CIVIC CENTER) BID DOCUMENTSN
ADDENDUM NO. 1
JOHN A. BURTON IV, ARCHITECT
Fourth Floor, Sanford Atlantic National Bank Building
P. 0. Drawer 938, Sanford, Florida 32771, Telephone - Sanford 305-322-
5472, Orlando 305-423-4017
SANFORD CIVIC CENTER - DRESSING ROOM ADDITION for City of Sanford,
Sanford, Florida."
ADDENDUM NO. 1 - APRIL 16, 1969
TO: All Prime Contract Bidders of Record.
Acknowledge receipt of this Addendum by inserting its number and date
in the Proposal Form. Failure to do so may subject Bidder to disqualifi-
cation. This Addendum forms a part of the Contract Ddcuments. It modi-
fies them as follows:
Item 1
Instructions To Bidders
Article 1, Paragraph D add the following:
Proposals shall include the total amount of the Base Bid and separate
amounts to be added to the Base Bid for each of Alternates one and two:
Item 2
Division 1 Page 3 Time For Completion
Delete first paragraph and add the following new paragraph.
All work under the contract is to be completed in accordance with the
following schedule.
Base Bid Only 120 Calendar Days
Base Bid plus Alternate #1 1 150 Calendar Days
Base Bid plus Alternate #1 and Alternate #2 I 180 Calendar Days
n
ADDENDUM .NO. 1 - PAGE 1
Item 3
The following work is to be included in the Base Bid.
Include all planting in planting beds of the two wall enclosed areas
at exits from the building. Refer to landscape drawings.
Item 4
Division 2 - Page 1, Section 0263. Add the following at end of
paragraph.
Lay brick directly on a layer of 15 lb roofing felt. Brick to be
furnished to Jobsite by the Owner. Contractor shall sort, cull and
place all brick for walks. Remove all brick not used.
Item 5
Division 2 - Page 2 Section 0275
Delete last paragraph at top of page and substitute the following new
paragraph.
The Owner will furnish rock delivered to the Contractor at the Jobsite
as it comes from the quarry. The extimated volume of finish material
is approximately 300 cubic feet or 22 tons. Delivered pieces larger
than required (see drawings) shall be reduced in size by the Contractor
as required and placed in designated area.
Item 6
Division 3 - Page 7 - Waterproofing Admixture
Delete the last three lines of the paragraph and substitute the
following:
301) in all exposed building walls, exposed roof slabs and floor slabs
on grade and in pool slab and wall concrete.
Item 7
Division 3 - Page 8 Finishing Formed Surfaces
Clarification:
Rubbed Finish is required for all exposed surfaces of building walls,
ADDENDUM NO. 1 - PAGE 2
vertical surfaces of roof slabs, exposed planter walls and stair
risers. Pool cap sides and top and exposed bench concrete if cast -
in -place. Exposed concrete of circular bench.
Deletion of a rubbed finish on any of the above surfaces will be
subject to the over all apperance of as -cast -finishes, subject to
the acceptance and approval of the Architect.
Item 8
Division 3 - Page 8 Finishing Slabs:
Delete entirely and add the following new paragraph.
Finishing Slabs:
Trowel Finish: Roof sub slab and exposed roof top slab and interior
slab.
Float Finish: Low roof slab, mechanical equipment room slab and
pool slab.
Nonslip Finish: Exterior landings and stair treads.
Item 9
Division 4 - Page 1 Section 0422
Delete all horiaontal joint reinforcing.
Item 10
Division 8 - Page 1 Section 0870 Finish Hardware
Delete the last sentence of the paragraph and substitute the following:
exterior door closures".
Item 11
Division 8 - Page 1 Section 0885
Change glass in clearstory windows from solargray to solarbronze.
ADDENDUM NO. 1 - PAGE 3
Clarification of Drawings
Item 12
Sheet S-1
Section E-S1 is a continuous section through the low horizontal roof
abutting the existing stage wall.
Item 13
Sheet 1
Reinforcement shown "section through pool edge at float valve"
is continuous around pool.
Item 14
Sheet 1 Section C-1
Locate vertical steel 2" clear of wall face in contact with earth.
Increase size of footing to 8" x 20" with three #5 bars continuous
with #4 transverse rods at 24 inch centers, at mid depth of footing.
Item 15
Sheet M-2
Plumbing Fixture Schedule
Mark P-1 (change to read)
Description
Water closet: white vitreous china, free standing, quiet action,tank
type; white solid plastic, open front seat.
Connection
311 S
1/2" C.W.
Selection
American Standard Plate, Luxor F2003 w/ R3507 STOP.
END
ADDENDUM NO. 1 - PAGE 4
SPECIFICATIONS FOR
SANFORD CIVIC CENTER - DRESSING ROOM ADDITION
FOR
CITY OF SANFORD
SANFORD, FLORIDA
JOHN A. BURTON IV
ARCHITECT
SANFORD, FLORIDA
APRIL 1.4, 1969 SET NO. 9
T A B L E O F C O N T E N T S
BIDDING REQUIREMENTS
Advertisement for Bids
Instructions to Bidders
DIVISION I
General Conditions
Supplemental General Conditions
Special Conditions
Base Bid and Alternates
DIVISION 2 - SITE WORK
0210 Clearing and Grubbing
0211 Demolition
0221 Site Grading
0222 Excavation, Footings and Pool
0226 Backfill Under Slabs
0250 Site Drainage
0255 Site Utilities
0263 Brick Walks
0275 Yard Improvements
0280 Trees and Shrubs
DIVISION 3 - CONCRETE
0310 Concrete Formwork
0320 Concrete Reinforcement
0330 Cast -in -Place Concrete
DIVISION 4 - MASONRY
0410 Mortar
0422 Unit Masonry
14
DIVISION 5 - METALS
0510 Miscellaneous Steel
DIVISION 6 - CARPENTRY
0610 Rough Carpentry'
0620 Custom Woodwork
0640 Cabinet Hardware
DIVISION 7 - MOISTURE CONTROL
0716 Bituminous Dampproofing
0719 Vapor Barrier
0750 Membrane Roofing
0762 Sheet Metal Work
0775 Epoxy Coating
0790 Caulking and Sealants
DIVISION 8 - DOORS, WINDOWS & GLASS
0811 Hollow Metal Doors and Frames
0812 Aluminum Doors and Frames
0870 Finish Hardware
0885 Glass and Glazing Schedule
DIVISION 9 - FINISHES
0910 Lath and Plaster
0930 Ceramic and Quarry Tile
0980 Sandblasting
0990 Painting
DIVISION 12 - FURNISHINGS
1240 Carpets
1245 Bathroom Accessories
TABLE OF CONTENTS - PAGE 1
I
TABLE OF CONTENTS (Continued)
DIVISION 15 - MECHANICAL
1500.1 Genera•1
IDIVISION 16 - ELECTRICAL
1600.1 General
I
TABLE OF CONTENTS - PAGE 2
ADVERTISEMENT FOR BIDS
The City of Sanford will receive bids for the furnishing of all labor,
materials, equipment and services required for the construction of
SANFORD CIVIC CENTER - DRESSING ROOM ADDITION
SANFORD, FLORIDA
Bids will be received until Wednesday, May 7, 1969 at 2:00 P. M.,
EDT., at the office of the Architect, John A. Burton IV, Fourth Floor,
The Sanford Atlantic National Bank Building, Sanford, Florida at
which time and place the bids will be publicly opened and read aloud.
Drawings and specifications may be obtained by depositing $25.00 with
the Architect, John A. Burton IV, Sanford Atlantic National Bank
Building, Sanford, Florida, for each set of documents. A maximum of
two sets of documents rpay be obtained by each prospective bidder.
The full amount of the deposit will be returned to each unsuccessful
bidder upon return of the documents in good condition promptly
following the date set for receiving bids. No refunds will be made
to non -bidders.
A certified check or bank draft, payable to the City of Sanford, U.S.
Government Bonds, or a satisfactory bid bond executed by the bidder
and acceptable sureties in an amount equal to five percent (5%) of the
bid shall be submitted with each bid.
The successful bidder will be required to furnish and pay for satis-
factory performance and payment bond or bonds.
The City of Sanford reserves the right to reject any and/or all bids
or to waive any informalities in the bidding. No bid shall be with-
drawn for a period of thirty (30) days subsequent to the opening of
bids without the consent of the Owner.
Lee P. Moore
Mayor
City of Sanford, Florida
ADVERTISEMENT FOR BIDS - 1
1
INSTRUCTIONS TO BIDDERS
1. PROPOSALS
A) Proposals to be entitled to consideration must be made
in accordance with the following instructions.
B) Submit proposal in triplicate on bidder's letterhead:
Proposal shall include all labor, services, materials, taxes; equip-
ment and accessories necessary to complete the work as described in
the contract specifications. State amounts both in words and
figures. Each copy of the proposal shall be signed by a person
authorized to execute same. Interlineation, alterations; or
erasures on the proposal form are not acceptable.
C) Proposals shall not contain any recapitulation of the
work to be done. No oral, telegraphic, or telephonic proposals or
modifications will be considered.
D) Proposals shall be addressed to the Owner, and shall be
delivered to the Owner or the Architect, enclosed in an opaque sealed
envelope, marked "Proposal" and bearing the title of the work and
the name of the bidder.
2. EXAMINATION OF DOCUMENTS AND SITES
A) Immediately upon receipt of documents; bidders shall care-
fully examine the specifications, visit the site and fully inform
themselves as to all existing conditions and limitations connected
with the work.
1 (B) Extreme care should be exercised in the above stipulated
examination as absolutely no extra payment will be authorized for
any work performed due to conditions about which the Contractor
could have fully informed himself prior to submission of bid.
3. ERRORS, DISCREPANCIES AND/OR OMISSIONS
A) Should a bidder find errors or discrepancies in, or ommis-
sions from, the specifications, he shall at once notify the Architect
who will issue a written clarification to all parties receiving
specifications:
1
INSTRUCTIONS TO BIDDERS - 1
1
B) Neither the Owner nor the Architect will be held responsi-
ble for any oral instructions, regardless of source.
4. CONTRACTOR'S QUALIFICATIONS
A) Contractors submitting proposaas,shal.l have performed
in their present capacity and organization, at least three (3)
jobs of equal or superior magnitude and character. Bidders shall
furnish names and addresses of said jobs only if so requested
by the Architect.
I
BI The successful bidder will be prequired to designate,
to the Owner, the name and address of a locally qualified person
or firm to be notified concerning all matters pertaining to
guarantees.
5. BID BONDS
A) Contractors submitting proposals on subject work shall
submit with their proposals a bid bond in the amount of five percent
5%,) of said proposal.
B) Bond shall be in form of certified check, cashier's check,
or a surety bond executed by a surety company duly authorized to
do business in the State of Florida; or by cash. Certified check,
cashier's check or surety bond shall be made payable to the Owner,
as shown on title sheet of this specification.
C) Certified and cashier's checks submitted as bid surety
are required by State laws to have documentary stamps in the amount
of ten cents (100) for each one hundred dollars ($100) of check
amount affixed thereto.
D) In case of the successful contractor's failure to
execute subject contract within ten (10) consecutive calendar
days after written notice being given for the award of the contract
and/or failure to furnish required guarantee bond within ten
calendar days of execution of contract, the bid bond shall be
paid into the funds of the Owner's account set aside for this
project, as liquidated damages for such failure.
6. PERFORMANCE AND PAYMENT BOND/BONDS
A) Refer to paragraph 4, Performance Bond, of the Supple-
mental General Conditions,for surety bond requirements.
INSTRUCTIONS TO BIDDERS - 2
7. STATE SALES TAX
A) Materials and equipment purchased for incorporation into
the construction of the project in question are not exempt from
the four percent (4%) State Sales Tax.
B) Bidders shall include necessary amount in their bids
for the Sales Tax.
8. POWER OF ATTORNEY
A) Attorneys -in -fact who sign bid bonds or contract bonds
must file with each bond a certified and effectively dated.copy
of their power of attorney.
9. NOTICE OF SPECIAL CONDITIONS
A) Attention is particularly called to those parts of the
contract documents and specifications which deal with the
following:
1) Insurance requirements.
10. LAWS AND REGULATIONS
A) The Bidder's attention is directed to the fact that all
applicable State Laws, municipal ordinances, and the rules and
regulations of all authorities having jurisdiction over construc-
tion of the project shall apply to the contract throughout, and
they will be deemed to be included in the contract the same as
though herein written out in full.
INSTRUCTIONS TO BIDDERS - 3
I
1
DIVISION I
GENERAL CONDITIONS
The General Conditions of the
Contract for Construction, AIA
Document A 201, Eleventh Edition,
September, 1967, are hereby made
a part of ;;his :peerJ.c..,ti on -to
the same extent as if bound here-
in except as amended or voided
herein. Portions of articles
of the AIA General Conditions
not specifically amended, sup-
plemented or voided, remain in
effect.
A copy of the aforementioned
document may be examined at
the office of the Architect.
SUPPLEMENTAL GENERAL CONDITIONS
1. PERMITS, FEES AND NOTICES
Modify Article 4.7.2 of Docu-
ment A 201 as follows:
Pay all inspection fees, sub--
mit applications, and pay for
damages to sidewalks, streets,
public utilities or public
property. Secure all certifi-
cates of inspection and certif-
icates of occupancy or use
issued by authorities having
jurisdiction over the work.
Deliver all such certificates
to the Architect prior to fi-
nal payment of the contract
SUM.
2. SHOP DRAWINGS AND SAMPLES
Amend Article 4.13.3 of AIA Doc-
ument A 201 to provide that five
5) copies of all shop drawings,
schedules, catalog cuts and de-
scriptive data be submitted.
Where samples are required, sub-
mit duplicate samples.
3. CLEANING UP
Modify Article 4.16.1 to include
cho-- following:
Clean all painted, decorated
or stained work; Remove all tem-
porary work; Clean all hardware,
fixtures and equipment; Remove
stains, paint, dirt and dust
from all surfaces,
4. PERFORMANCE AND PAYMENT BONDS
a) Delete Article 7.5.1 and
substitute the following:
Contractor is required to fur-
nish, at - own expense, and
before any partial payment of
tho Contact sum, a performance
bcnct in an amount equal to one
hundred percent (100%) of the
Contract amount as security
for the faithful performance
of tho Contract, and a payment
bond in an amount equal to one
hundred percent (100%) of the
Contract amount as security
for the pay;iient of all persons
performing labor on the work
included in this contract.
DIVISION I - 1
The.Bonds may be in one or in
separate instruments in accord-
ance with local law and 'shall
meet all requirements of the
laws of the State of Florida.
S. LIENS
In addition to the requirements of
Article 9.7.3 of AIA Document A
201, the provisions of Chapter
84 Florida Statutes as amended,
are included herein by reference
to the same extent as if written
is full. The Owner will file
such notices at the time and in
such form as to comply with the
foregoing law.
6. PROTECTION OF PERSONS AND PROP-
ERTY
Amend Article 10 of AIA Docu-
ment A 201 by the addition of
the following:
1) water Protection: Protect,
at all times, the excavation,
trenches, and/or the building
from damage from rain water,
spring water, ground water,
backing up of drains or sewers,
and all other work. Provide
all pumps and equipment and
enclosures to provide this pro-
tection.
2) Bracing, Shoring, and Sheet-
ing: Provide all shoring, brac-
ing, and sheeting as required
for safety and for the proper
execution of the work; remove
same when the work is completed.
7, INsuAANCE
The limits of liability for the
insurance specified in Article
11.1 shall be as required by
law but not less than the follow-
ing:
1) Bodily injury, not less than
100,000 for one person; not
less than $300,000 aggregate for
each accident, whether injury
to an employee or to a person
or persons other than employees,
or both.
2) Personal property loss or
damage, $50,000 for each acci-
dent.
8. CORRECTION OF WORK
Obtain all required guarantees
and submit them to the Architect
prior to the date of final pay-
ment.
SPECIAL CONDITIONS
1. SUMMARY OF THE WORK
All work shown on the drawings
and specified herein is to be
included in a single contract.
Items of work designated "N.I.C.",
Turnished by Owner," or "fur-
nished under separate contract"
will be executed in accordance
with applicable provisions of
Article 6 of the General Con-
ditions.
DIVISION I - 2
2. PRECEDENCE
Where in conflict, the provis-
ions of this section will take
precedence over the General Con-
ditions and Supplementary Gen-
eral Conditions.
3. TIME FOR COMPLETION
All work under this contract is
to be completed within one hun-
dred fifty (150) calendar days
from the date of receipt of
the Notice to Proceed.
The sum of thirty five dollars,
35.00), as liquidated damages,
but not as a penalty, shall be
assessed the Contractor for each
calendar day of delay beyond the
time set for completion, if in the
opinion of the Architect, such
delay is caused by acts or omis-
sions of the Contractor.
4. PAYMENTS
Submit applications for payment
monthly for work completed and
materials stored up to the last
day of the preceding month.
5. GRADES, LINES, LEVELS AND SUR-
VEYS
Owner will establish lot lines,
restrictions and permanent bench
mark.
Contractor shall establish and main-
tain all other grades, lines, lev-
els, and benchmarks.
Provide and maintain well-built
batter boards at corners.
Establish and safeguard benchmarks
in at least two widely separated
places.
As work progresses, establish bench-
marks at each level and exact loca-
tions of partitions on rough floors
as a guide to trades.
6. TESTS
Pay for all tests required by Ar-
ticle 7.8.1 of the General Con-
ditions and other tests required
in each section hereinafter.
The Architect will designate a
qualified laboratory or testing
agency.
Subsurface soil reports previously
obtained are not included.
7. COLOR SCHEDULES
Upon approval of shop drawings
of fabricated items and proprie-
tary materials to be incorporated
into the work, a master color
schedule showing all colors, pat-
tern and finishes, will be fur-
nished by the Architect. '
S. MATERIALS
Proprietary materials specified
by name or manufacturer's catalog
designation are to be considered
as a standard of quality and per-
formance and are not intended to
prohibit the use of competitive
materials.
DIVISION I - 3
However, to form a basis for com-
parison, all proposals are to be
based on the use of the materials
gp®Pified heroin. ..
If a bidder is unable to obtain a
proposal from a supplier of any
such material, he shall immedi-
ately notify the architect and
submit complete descriptive data
of a substitute material. If, in
the opinion of the Architect, such
substitute material is considered
to meet the requirements of the
Contract, an addendum will be iss-
ued to all bidders so notifying
them.
Proposals for substitute materials,
methods or equipment submitted
after the execution of the Con-
tract must be received within fif-
teen (15) days thereof and con-
tain a detailed cost breakdown.
Such proposals, if accepted, will
be treated as changes in the work
in accordance with the provisions
of Article 12 of the General Con-
ditions.
All manufactured articles, material,
and equipment shall be applied,
installed, connected, erected,
used, cleaned and conditioned as
directed by the manufacturers,
unless herein specified to the
contrary.
9. TEMPORARY FACILITIES
Water: Make arrangements for and
provide, at Contractor's expense,
all water required during the
entire construction period.
Electricity: Make arrangements for
and provide at Contractor's expense
all temporary electric service and
lighting required during the en-
tire construction period.
Service shall be of sufficient ca-
pacity and characteristics to sup-
ply the proper current for the
various types of construction tools,
motors, welding machines, lights,
pumps and other equipment.
Toilets: Provide and maintain an
adequate number of temporary toi-
lets with proper enclosures as
necessary for use of workmen dur-
ing construction.
Comply with all local and state
health requirements and sanitary
regulations.
Storage Sheds: Provide storage
sheds as requ;ired for dry storage
or protection of materials to be
incorporated in the work; locate
as directed and remove from the
site when so instructed.
Scaffolds, Barricades, Staging and
Safety Devices:
Provide erect, maintain and remove
where directed, all scaffolding,
staging, platforms, temporary run-
ways, temporary flooring, guards,
railings, stairs, fencing and
lights, as required by local and
state codes or laws, for -the pro-
tection of workmen and the public.
The construction, inspection and
maintenance of safety items shall
comply with all applicable codes
and regulations.
DIVISION I - 4
r
Project Sign: Immediately after
Contract is signed, provide a sign-
board six by ten'feet in size, of
exterior type plywood suitably.
braced and framed.
Paint three coats of exterior type
paint; employ and pay an approved
sign painter to letter names of:
Project
Owner
Architect
General Contractor
Install and maintain signboard
where directed and remove at comple-
tion of project. Place no other
signs or advertisements on the
premises.
10. LABOR
All Contractors and Subcontractors
employed upon the work shall and
will be required to conform to the
Labor Laws of the State of Florida,
and various acts amendatory and
supplementary thereto; and to all
other laws, ordinances, and legal
requirements applicable thereto.
All labor shall be performed in the
best and most workmanlike manner by
mechanics skilled in their respec-
tive trades.
The standards of the work required
throughout shall be of grade as
will bring results of the first
class only.
Mechanics whose work is unsatisfac-
tory to the Owner or the Architect
or are considered by the Architect
to be unskilled or otherwise objec-
tionable, shall be instantly dis-
missed from the work upon notice
from the Architect.
11. IRREGULAR HOURS
No work shall be performed unless
the Contractor's superintendent is
available at the project site,
except when an emergency exists.
Notify the Architect when an
emergency exists or when portions
of the work are to be performed
on Sundays or holidays.
12. PROJECT CLOSEOUT
Punch List: Prior to the issuing
of a Certificate of Substantial
Completion in accordance with the
provisions of Article 9.7.1 of the
General Conditions, a punch list
will be prepared jointly by the
Contractor and the Architect of
Incomplete or uncorrected items.
The written acceptance of such
list is required prior to issuing
a Certificate of Substantial Com-
pletion.
As -Built Drawings: Maintain at all
times at the project site one com-
plete set of Contract Drawings on
which shall be noted all changes,
variations and relocations of items
included in the work.
Maintain a complete file of approved
Change Orders and note all changes
on the as -built drawings and spec-
ifications.
Upon completion of the work, deliver
as -built drawings to the Architect.
Maintenance Manuals: In addition
to the documents included in Ar-
ticles 4.5.1 and 9.7.3, submit
operating, instruction and mainte-
nance manuals for all installed
equipment as required by the spec-
ifications prior to final payment.
DIVISION I - 5
BASE BID AND ALTERNATES
Base bid shall include the dressing
room facility complete with exits,
steps and planter walls (ready for
planting by others) and gravel area
around perimeter of building as shown'
by shading on the drawings. Stub
off utilities as shown.
Each bidder shall include in his bid
the total amount to be Added To his
proposal for each of the following
alternates. Alternate items, if
accepted by the Owner, will be ac-
cepted in numerical sequence; Alter-
nate 2 cannot be accepted unless
Alternate 1 is also accepted, but
Alternate 1 nay be accepted without
Alternate 2.
Alternate No. 1: Show total amount
to be added to the base bid to in-
clude pool, walkways, bench, berm
and all supporting utilities as shown
on drawings. Brick for walks to be
supplied by the Owner.
Alternate No. 2: Show the total
amount to be added to the Base Bid
for providing in place all planting
and other landscape items as sche-
waled and shown on drawings or
specified.
BASE BID AND ALTERNATE - 1
DIVISION 2 - SITE WORK
0210 CLEARING AND GRUBBING:
Remove all vegetation within build-
ing lines, including trees. Remove
all debris from site.
0211 DEMOLITION:
Perform all operations required for
cutting and patching for new openings
in existing concrete wall. Provide
weather protection and security to
Owner's property while work is in
progress.
0221 SITE GRADING:
As shown on drawings; extend new
grades from building to existing
grade minimum 10 feet. Slope as
shown.
0222 EXCAVATION, FOOTINGS AND POOL:
To dimensions and depths indicated;
use side forms for all work
0225 SOIL POISONING: (Building Area
only)
Use only applicators licensed by
Florida State Board of Health. Apply
water based emulsions only in ac-
cordance with FHA MPS No. 30, latest
revision, using toxicants and con-
centrations indicated therein at the
designated rate for each area to be
treated. Furnish 5-year written
guarantee in accordance with MPS 30
standard.
0226 BACKFILL UNDER SLABS:
Clean, porous fill; compact to 95%
optimum density, AASHO specifica-
tion. Submit certified laboratory
test results if so directed.
0250 SITE DRAINAGE (Alt. #1):
Install vitrious tile drain lines
under berm where shown on drawings.
Use bell and spigot type with ce-
ment grout joints. Slope drains
a minimum of 1/8 inch per foot.
Provide rodent proof screens at
each end of drains.
0255 SITE UTILITIES:
Refer to Divisions 15 and 16
0263 BRICK WALKS (Alt. #1):
Install paving brick on 2 inch
clean sand bed in areas where
shown on drawings. Sub grade for
walks shall be 6 inch of compacted
clay soil; compact to 98°% optimum
density AASHO specification. Fill
joints between brick with clean
fine sand.
0275 YARD IMPROVEMENTS (Base Bid):
In sloped area immediately adjacent
to dressing room addition prepare
area as shown on drawings to re-
ceive rock pattern. Place coquina
rock in patterns as directed by
Architect.
DIVISION 2 - PAGE 1
0275 (Continued)
Owner will furnish rock delivered to
jobsite - Estimated quantity 30 Tons.
Maximum size - one cubic yard 10%
graded down •to one-half cubic •foot.
0280 TREES AND SHRUBS (Alt. #2)
GENERAL
The Landscape Contractor shall have
his labor crews controlled and dir-
ected by a landscape foreman well
versed in plant materials, planting,
reading blueprints and coordination
between job and nursery in order to
execute installation rapidly and
correctly.
The Owner shall have the right, at
any stage of the operations, to re-
ject any and all work and materials
which, in his opinion, do not meet
with the requirements of these speci-
fications. Such rejected material
shall be immediately removed from
the site and acceptable material
substituted in its place..
New planting shall be so set that
the final level of ground around the
plants shall conform to surrounding
grades, or as otherwise specified..
I MATERIALS
Topsoil shall be sandy loam typical
of the locality. The soil must be
taken from ground that has never
been stripped. There must be a
slight acid reaction*to the soil
with no excess of calcium or carbon-
ate: Soil shall be delivered in
a loose friable condition.
Fertilizer shall be commercial
fertilizer with an analysis of
6-10-4 (6 parts nitrogen, 10 parts
available phosphoric acid, 4 parts
potash) of which a minimum of 25%
of the nitrogen shall be derived
from organic sources.
Planting areas shall be t•rcated
with fertilizer applied at a rate
of 5 lbs. per 1000 sq. ft.
Soil used for planting shall be
thoroughly mixed with 5 lbs. of
6-10-4 commercial fertilizer per
cubic yard unless otherwise speci-
f•ied.
Plant Materials: Refer to drawings
for schedule.
Quality: Plants shall have a
habit of growth that is normal
for the species and shall be
sound, healthy, vigorous and free
from insect pests, plant diseases
and injuries. Trees shall be
heavi'l•y branched, or in palms,
heavily leafed. Requirements for
the measurement, branching, grad-
ing, quality, balling and burlap -
ping of plants in the plant list
generally follow the Code of
Standards currently recommended
by the American Association of
Nurserymen, Inc•., and the American
Standard for'Nursery Stock. Plant
materials shall be graded Florida
No•. 1 or better as outlined under
Grades and Standards for Nursery
DIVISION 2 - PAGE 2
1
0280 (Continued)
Plants, State Plant Board of
Florida.
Substitutions: Substitutions will
be permitted only upon submission
of proof that any plant is not ob-
tainable and upon authorization of
the Owner.
DIGGING AND MOVING
Only a minimum of fronds shall be
removed from the crown of palm trees
to facilitate moving and handling..
Clear trunk shall be as specified
after the minimum of fronds has
been removed. Cabbage palms shall
be taken from moist, black sand
areas.
Palms with marred, or burned trunks
will not be acceptable.. All palm
trunks must be selected with care
according to instructions on the
plan.
Plant Pits: Circular pits with
vertical sides shall be excavated
for all plants except for hedges
and plants specifically designated
on the plans to be planted in beds..
Diameter of pits for trees shall
be at least 2 fe.et greater than the
diameter of the ball. Diameter of
pits for shrubs shall be at least
1 foot greater than the ball,.
SETTING PLANTS
All plants except as otherwise
specified, shall be centered in
pits and set on four inches of
compacted topsoil to such a depth
that the finished grade level at
the plant after settlement will
be the same as that at which the
plant was grown. No burlap shall.
be pulled out from under balls.
Roots shall be spread in .their
normal position. All broken or
frayed roots shall be cut off
cleanly.. Soil shall be placed
and compacted thoroughly, avoid-
ing injury and shall be settled
by watering: The ground around
all plants after planting shall
be basin shaped to hold and re-
tain water. No filling around
trunks will be permitted. After
the ground settles, additional
soil shall be filled in to the
level of the finished grade.
Cabbage palms shall be thoroughly
washed in during planting opera
tions and planted with a dished
or saucer depression left at the
soil line for future waterings.'
Beds for ground covers shall have
a minimum depth of 6". All ground
cover beds shall be prepared by
thoroughly mixing 2" of domestic
peat moss with the existing 6"
of soil.• The finished surface,
compacted and settled shall con-
form generally at all points to
the required grade.
PRUNING
The amount•of pruning shall be
limited to the minimum necessary
to remove dead or injured twigs
DIVISION 2 - PAGE 3
0280 (Continued)
and branches to compensate for the
loss of roots as a result of trans-
planting operations.
Pruning shall be done in such a
manner as not to change the natural
habit or shape of a plant. All cuts
over 1/2" in diameter shall be
treated with an approved tree paint.
MAINTENANCE
Maintenance shall commence after
each plant is planted and the
maintenance period shall continue
for 30 days after completion of all
wo r k••.
Planting shall be maintained by
watering, removing of dead branches,
resetting plants to proper grades or
upright position and any other
operations necessary to complete
maintenance.
Replacement of plants necessary
during the maintenance period shall
be the responsibility of the Con-
tractor., except for possible re-
placements of plants resulting from
removal, vandalism or acts of neg-
lect on the part of others.
COMPLETION AND ACCEPTANCE
All work under this contract shall
not be finally accepted until ex-
piration of the maintenance and
guaranty period.
GUARANTY AND REPLACEMENT
Guaranty: All new plant materials,
except palms, shall be guaranteed
for 30 days from the time of plant-
ing and shall be alive and in
satisfactory growth for each
specific kind of plant at the
end of the guaranty period. Palms
shall be guaranteed for one year.
Replacement: At the end of the
guaranty period any plant required
under this contract.that is dead
or not in satisfactory growth, as
determined by the Owner, shall be
removed. Plants replaced shall
be guaranteed for one year after
date of replacemnt except for a
loss due to an act of God.
Materials and Operations: All re-
placements shall be plants of
the same kind and size as speci-
fied in the plant list. They
shall be furnished and planted
as specified herein. The cost
shall be the responsibility of
the Contractor.
DIVISION 2 - PAGE 4
DIVISION 3 - CONCRETE
0310 CONCRETE FORMWORK
Forms will be required for all con-
crete work and shall include the in-
stallation of inserts, sleeves or
embedded items furnished under other
sections of work.
Include all shoring, staging, bracing,
access ramps, runways etc. required
to safely deposit and. retain plastic
poured -in -place concrete
Formwork shall be, pre-engineered or
designed by qualified technicians
approved by the Architect.
L,-<eference Standards - Unless modi-
fied or supplemented herein, formwork
shall comply with applicable provi-
sions of ACI 347`--63
op Drawings and Samples
Submit shop drawings for all circu-
lar and exterior exposed concrete
formwork. Submit samples of ties
and rubber cones.
MATERIALS
Wood Forms - Plywood, Commercial
Standard, Douglas Fir, moisture re-
sistant, 5 ply 5/8" thick minimum
for straight work. 3 ply 3/8"
minimum for circular work.
Framing lumber - No. 2 common or
better.
Wood Post Shoring - No. 1 lumber.
Form Ties: Design shall be approv-
ed by the Architect and shall have
a working strength when fully
assembled of at least 3,000 lbs.
Through -wall ties shall be adjust-
able in length to permit tightening
of forms, leaving no metal closer
than 1" to the surface, with no
lugs, cones, washers or other de-
vice acting as a spreader within
the form. Ties when removed from
concrete shall leave no hole larger
than 1" in diameter. Pull-out
type shall be lubricated to faci-
litate removal from the inside
face of wall. Cones shall be
composed of rubber..
Form clamps, anchors and hanzers:
Commercial products designed for
the intended purpose with safety
factors specified in table 103.1
of ACI 347-63.
Form Coating: Suitable for the
surface used; light colored emul-
sions that will seal the surface
and provide a release from the
concrete.
Use no material which.may stain
exposed concrete. Use no oil on
exposed work.
Insulation Form Liner shall be 1"
thick STYROFOAM FR or DORVON FR 100
as manufactured by Dow Chemical
Company and installed as per manu-
facturers Specifications. Install
at exterior walls and ceiling
slabs to.receive gypsum plaster
finish.
DIVISION 3 - PAGE 1
r,
1
0310 (Continued)
Form liners for exposed work -
Pressed tempered hardboard linings or
commercially treated polyesther
coated plywood designed for multiple
use.
Nails: Common or box nails, double
headed for removable members. Nails
are not to be used to counteract
lateral or vertical pressure of wet
concrete.
IReelet, Chamfer and Drip Strips
Reusable moulded plastic, equal to
tVYNLEX.
Joint Sealer: In exposed work, seal
joints in forms with Durham hard -
rock putty. Apply with putty knife
and allow to harden. Sand smooth.
Architects approval shall be obtained
prior to use of forms for special
concrete finishes, patented systems
or any forms intended for multiple
use.
FORM CONSTRUCTION AND DESIGN
Forms shall conform to the shape,
lines and dimensions of the various
concrete elements of the work shown
on drawings, properly braced and
tied together to maintain position
and shape, and shored under weight
of fresh concrete. Refer to ACI 347.
Construct tight to prevent excess
leakage of mortar on fine particles
of aggregate, and easy removal with-
out prying against green exposed
concrete.
Provide templates for setting all
anchor bolts and dowels.
Provide temporary openings at base
of wall forms and othw points for
cleaning or inspection. Make all
joints in forms either vertical or
horizontal.
Wind load indicated in section 102
of ACI 347-63 must be computed at
25 psf minimum. Tolerances in-
dicated in section 203 of ACI 347-
63 are maximum.
All Edges of concrete to be expos-
ed finished work, shall have 1
inch radius, unless shown other-
wise.
Special Requirements - If fiber-
board forms are used for a parti-
cular surface to be exposed in
the finished work, use the same
material for all other work having
an indentical surface texture to
achieve uniformity. Follow manu-
facturer's directions for assemb-
ling, placing, fitting, storage,
stripping and placing.
Falsework - Provide as required.
Erect formwork true -to -line and
grade with bracing and shoring.
Maintain linings smooth and free
from dents, sags or holes. Pro-
vide openings in sides of high
wall forms for placing concrete.
DIVISION 3 - PAGE 2
0310 (Continued)
Horizontal lifts not to exceed 5' in
any one placement.
Inserts in concrete shall be firmly
attached to forms.
Install all waterstops; keyed joint
material, anchor bolts and other
miscellaneous embedded items prior
to placing concrete:
Forms shall not be closed until all
reinforcing steel has been inspected
and approved by the Architect.
Clean out all forms before placing
concrete•. Flush with clean water.
Remove all debris.
Install construction Joints and con-
trol joints in forms where shown or
directed.
Wire ties embedded in concrete will
not be permitted.
Footing forms: Mark concrete ele-
vation; Provide removable spreaders;
install rigid templates for dowels
or anchor bolts.
Brace wall footing forms to maintain
alignment•.
Temporary Falsework and Centering -
positive means of vertical adjustment
wedges or jacks) shall be provided
to permit realignment or readjustment
of shores in the event excessive
settlement occurs.
Formwork and Shoring shall be so
anchored together that vertical
or lateral movement will be pre-
vented during concrete placement.
Foundations for shoring shall be
adequate for loads imposed with-
out settlement.
Inspection: Prior to placement
of concrete, all forms and rein-
forcing therein shall be approved
by the Architect. Formwork and
reinforcement shall be 100% com-
plete for each placement prior to
inspection.
REMOVAL OF FORMS AND SUPPORTS
Do not remove form supports with-
out the approval of the Architect,
No construction load shall be sup-
ported upon, nor any shoring re-
moved from, any part of the struc-
ture under construction until tht
portion of the structure has
attained strength to support both
dead and design live loads, as
determined by strength tests of
the concrete.
Dismantle forms in such a manner
as to insure complete safety of
the structure,
Cylinder test results or other
considerations may warrant form
removal procedures, determined
by the Architect, prior to the
following schedule, Curing methods
to be applied immediately after
form removal. Time limits are
minimum.
DIVISION 3 - PAGE 3
0310 (Continued)
Removable Slab edge forms, beam,
curb sides and similar vertical forms
may be removed after 24 hours, at
Contrac.tor's option.
Centering under beams and
roof slabs 14 days
Bench slabs 7 days
Walls and columns 12-24 hours
Notel (Allow no backfill to be
placed against walls,
until full strength is
attained.)
Remove form ties immediately after
stripping% Plug all holes with
cement grout. (Except where shown
otherwise)
Remove firis,cut out and patch all
honeycomb spots immediately.
Forms may be reused if clean, all
holes plugged, exposed nails removed,
and forms sealed, subject to approval
of the Architect.
Reshoring - If reshoring of struc-
tural items is approved by the
Architect, procedure shall be in
strict accordance with ACI 347-63
Section 0207.
0320 CONCRETE REINFORCEMENT
Reference Standards
Building Code Requirements for
Reinforced Concrete" (ACI-318)
Manual of Standard Practice for
Detailing Reinforced Concrete
Structures" (ACI -315)
Americah Society for Testing and
Materials" (ASTM)
American Welding Society" (AWS)
MATERIALS
Reinforcing bars shall conform
to "Specifications for Deformed
Billet Steel Bars for Concrete
Reinforcement With 50,000 psi
Minimum Yield Strength", ASTM
A-616 Latest Revision (Grade 50)
Metal reinforcement shall be of
American manufacture.
Wire shall conform to "Specifica-
tions for Cold -Drawn Steel Wire
For Concrete Reinforcement", ASTM
A-82, latest revision.
Welded wire fabric shall conform
to ASTM A-185, latest revision,
extending Section 5b to include
wire sizes up to, and including
six gauge.
Keydeck for thin slab roof deck
reinforcing. Fasten to eaves with
headed concrete nails. (Coated or
Galvanized).
Tie wire; 16 gauge black annealed.
Accessories: CRSI Standard
nomenclature, electro-galvanized
or plastic coated where supports
contact horizontal form surfaces.
Certification in writing of com-
pliance with the above requirements
shall be furnished the Architect
DIVISION 3 - PAGE 4
0320 (Continued)
for all materials not manufactured
in the Continental United States.
STORAGE AND HANDLING
Reinforcing bars, accessories and
wire mesh shall be stored off the
ground.
All reinforcement shall be free from
loose flaky rust, mud, oil or other
substances before placing in concrete.
Bent nieces shall be bundled and
tagged with metal stamped tags.
SHOP DRAWINGS - (Bound in Sets, All
One Size - No Loose Sheets)
Submit for approval fabrication and
placing details in accordance with
applicable requirements of ACI 315,
latest edition, indexed, and details
keyed to Structural Drawings for ease
of location.
PLACING REINFORCEMENT
concrete edges; extend fabric
through contraction and construc-
tion joints except keyed joints
in slabs on ground.
All field welding of reinforcing
steel shall be performed by Certi-
fied Welders.
0330 CAST -IN -PLACE CONCRETE
NOTEI All exposed concrete of the
building walls, roof cap,
planter walls, circular
pool perimeter cap and
bench shall be cast with
100% Trinity White cement
and white sand.
All other concrete may be
composed of natural color
cement.
Contractors option: Circular
bench and pool perimeter cap may
be pre -cast and erected in sections
approximately 10 feet in length.
GENERAL REQUIREMENTS
Cast -in -place (heavy weight ag-
Place in accordance with Chapter 8 gregate) concrete shall be pro-
of ACI 318. Refer to contract vided at all locations where shown
drawing details for special design on drawings.
characteristics.
Reference Standards
Wire fabric shall have side laps of
at least 4" and end laps of at least Specifications for Structural
6". Mesh shall be pulled up into Concrete for Buildings", (ACI 301-
center of slabs as concrete is 66) to the extent modified or
placed. amended herein.
Extend fabric across supporting beams
and walls and to within 4 inches of
DIVISION 3 - PAGE 5
MATERIALS
Portland Cement: AStM C150, Type 1,
Retarding Admixture: Lignosulfonaie,
ASTM C494, Type Ri
Water_ btodfing Admixture: Butyl
Stearate; A.C. Horh Hydratite,
Sonneborn Hydrdcidea
Fine Aggregate: ASTM C33, or equal
to Davenport or Interlacken sand.'
Coarse Aggregate: ASTM C33, size 57
or size 67, or Brooksville Stone.
Use pea size for roof topping.
Non -slip aggregate: Ceramically
bonded aluminum oxide abrasive, 1/32
inch to 1/4 inch size. (Norton .
Alundum fine c.f.)
Air Entraining Admixture: ASTM C260
Isolation Joint Filler: Expanding
cork ASTM D1752, 1/4 inch thick.
Type III.
Joint sealer: Fed. Spec. SS-S-164
White.
Waterstops: Polyvinylchloride lock
rib center bulb style, split flange
type, 4 inches wide by 3/16 inches
thick.
Curing compounds: Liquid membrane -
forming compounds, ASTM C309, type 1
clear or translucent for integrally
finished surfaces for which no appli-
ed finish or surface treatment is
specified; type 4 black for interior
slabs on which resilient flooring
is to be installed; type 2.white-
pigmented for exterior walks or
slabs exposed to direct sunlight
and for which no applied surface
is specified. Use no compound
on exposed buiiding concrete.
Galvanized Dovetail Slots: in-
stall for bonding masonry to
concrete walls4
Water proof •iiaper: ASTM C171 ,
type 1, for curing concrete sur-
faces of exposed building concrete.
PROPORTIONING - Design Mix
Type: Use working stress type.
The alternate procedure for pro-
portioning ingredients described
in paragraph 308 (d) ACI 301 may
be used.
Strength: Cast -in -place concrete
not otherwise indicated on draw-
ings or schedules shall have a
minimum compressive strength of
3000 psi at 28 days.
Slump: Use table 305 (a) of ACI
301.for all internally vibrated
concrete.
Consolidation: ACI 301, para-
graph 803 (d); vibrate formed
concrete internally. Use vibrating;
screed or mesh -type hand tamper
for slabs on grade. (see Article
330.)
DIVISION 3 - PAGE 6
0330 (Continued)
MIXING AND PLACING
Ready -mixed Concrete: Furnish
concrete mixed and transported in
accordance with ASTM C94, Standard
Specifications for Ready -Mixed
Concrete.
The quality of the concrete is the
responsibility of the ready -mix
plant, subject to the provisions of
paragraph 330.2 herein.
Delivery: Where air temperature
exceeds 75 degrees F. concrete
transported in a truck mixer or
agitator must be completely dis-
charged within one hour or before
the drum has been revolved 200 re-
volutions, whichever comes first
after the introduction of the mix-
ing water to the cement and aggre-
gates, or the introduction of the
cement to the aggregates.
Air Entraining Admixture: Maybe•
added to mix as recommended by
manufacture to obtain air content
in accordance with table 304(b),
ACI 301, subject to approval of
Architect.
Retarding admixture: When weather
conditions are such as to raise
concrete temperature as placed con-
sistently above 75 F. (determined
in accordance with ACI 605) or when
air temperature, wind velocity, re-
lative humidity and other factors,
in the opinion of the Architect,
may accelerate hydration of cement
in flat slabs on grade to a point
where proper finishing of the
surface is adversely affected, an
approved retarding admixture shall
be incorporated in the mix, strict-
ly in accordance with detailed in-
structions of the admixture manu-
facturer; and for the specific
conditions encountered.
Waterproofing admixture: Incorp-
orate integral waterproofing ad-
mixture (applied in strict accord-
ance with the manufacturer's
instructions, and instructions
contained in paragraph 703 of ACI
301,) in all slabs on grade over
a vapor barrier, retaining walls,
unprotected roof slabs.
Placing shall be in accordance
with the basic requirements of
Chapter V of ACI 614.-Al1 concrete
on grade shall be placed on•water-
proof mambrane over soil which
has been compacted and graded.
JCINTS AND EMBEDDED ITEMS
Construction Joints: Key all
construction joints in slabs
and walls; obtain bond by roughen-
ing the surface of the concrete
and coating the joint with neat
cement grout just prior to placing
new concrete.
Isolation Joints: Preformed iso-
lation joint filler full depth of
slab; install at all piers, walls,
and other structural penetrations
through slabs on grade, and where
shown on drawings.
DIVISION 3 - PAGE 7
0330 (Cdntinued)
W aterstops: Install at vertical and
horizontal construction joints below
grade and at isolation joints where
indicated. Follow manufacturer's
instructions.'
FINISHING FORMED SURFACES
As -Cast Finish: Formed surfaces ex-
posed to view in the finish work shall
be treated as specified in paragraph
1002b of ACI 301, provided concrete
surface is free from voids due to
honeycomb or excessive air pockets.
Rubbed Finish as specified in para-
graph 1003(a) of ACI 301 shall be
applied to exposed finish work not
meeting the requirements for exposed
as -cast finish as determined by the
Architect. Include exposed building
walls.*
Concealed surfaces: As -cast finish
as specified in paragraph 1002 (a)
of ACI 301.
FINISHING SLABS
Finish Slabs as specified in para-
graph 1105 of ACI 301, except that
broom or belt finish may be used in
lieu of nonslip finish for exterior
platforms, and landings. Use trowel
finish in mechanical equipment rooms
and roof decks.
Nonslip Finish shall be used for all
steps.
CURING AND PROTECTION
initial curing: Vapor mist both
on slabs and unformed surfaces
for 24 hours.•
If side forms walls are not re-
moved within 48 hours, provide
absorptive mat or fabric covering
and keep continuously wet until
forms are removed.
Final curing: Liquid membrane -
forming compounds as specified in
paragraph applied in accordance
with manufacturer's directions.
Waterproof paper: L•ap side joints
at least 3 inches and seal with
tape; secure edges and ends from
displacement by wind.
TESTING
Testing agency: The Architect
will select and designate a qual-
ified laboratory or testing agency,
acceptable to the Owner and the
Contractor, to perform the testing
required by Chapter 16, ACI 301.
Number of strength tests: Modify
paragraph 1602 (a) 4d, of ACI 301
to provide that no strength tests
will be made in any day when less
than 10 cubic yards of concrete of
specified strength is placed.
Testing designated herein will be
performed without expense.to the
Contractor, except as specifically
provided in paragraph 1601 (b) of
ACI 301, and excludes the services
DIVISION 3 - PAGE 8
0330 (Continued)
and facilities required to be furn-
ished by the Contractor except as
provided for in paragraph 1604.
SHOP DRAWINGS: Submit complete for
all pre -cast work proposed. Show
method of connections, joint treat-
ment etc.
DIVISION 3 - PAGE 9
DIVISION 4 - MASONRY
0410 MORTAR
Comply with Southern Standard
Building Code, 1965 Edition except
as modified herein.
All mortar to be Type S in accor-
dance with ASTM C270. Incorporate
waterproofing admixture in mortar
for all exterior walls.
Materials:
Portland Cement: ASTM C150, Type I
Masonry Cement: ASTM C91, Type II
Quicklime: ASTM C5
Hydrated Lime: ASTM C70, Type N
Sand: ASTM C144, use same color
sand throughout.
Plater: clean and free of deleter-
ious amounts of acids,
alkalies or organic mater-
ials.
Admixture: Hydratite, Omicron, or
Mortartite.
Mixing: Use mechanical batch mixes;
keep rportar plastic; avoid excessive
addition of water or retempering;
use no mortar that has begun to set.
0422 UNIT MASONRY
Concrete masonry units: ASTM C90,
Type•I, Grade U-1, made of normal
weight aggregates and having a
smooth texture. Furnish sizes, type
and patterns shown on drawings.
Dovetail anchors: zinc -coated
metal, sizes shown on drawings; in-
stall in alternate courses at all
intersections and walls where
masonry is not bonded.
Horizontal joint reinforcing: mill
galvanized truss type wire rein-
forcement made of 9 gauge deform-
ed wire; provide preformed corner
and tee sections. Install in
alternate courses except as noted
on drawings.
Workmanship: Provide full mortar
bed on all bearing surfaces; but-
ter head joints at least the depth
of face shells. Extend lintels
to minimum of 8 inch bearing.
Lay units in regular bond unless
otherwise indicated;
D.Iasonry to receive plaster: Rake
all joints to a uniform depth of
3/8 inch.
Consult other trades and make
provision for installation of
their work without cutting and
patching.
Fill spaces at jambs and heads
of metal door frames with mortar.
Point all holes in masonry; cut
out defective mortar joints and
repoint.
DIVISION 4 - PAGE 1
DIVISION 5 - METALS
0510 MISCELLANEOUS STEEL Submit shop srawings for approval.
ASTM A36, AISC standard sp-ecifica- Field welding must be done by
tions, using bolted or wielded con- qualified welders as specified
hections. Include all rolled angles in Paragraph 05i0;
And connectibns,
Submit shop drak!Ags for apphoval.
Welding bperatbr Qualifications
required by Section 1.17.1 of AISC
specificatioh shall apply to both
shoo aAd field welding.
Where metal is to be left exposed
to view, framing shall be true and
straight with joints neatly fitted
and welded and cut edges ground
smooth.
Shop prime all steel, after cleaning,
with rust inhibitive primer con-
taining not less than 50 percent
rust inhibitive pigments. Touch-up
of all field welds, connections and
and abraded surfaces is a part of
this section.. '
Provide mounting holes for wood
counter tops: @ 16 inches on center.
Counter sink for wood screw heads.
0520 Aluminum Handrails: -Construct
as detailed on drawings. Finish
and color shall be as selected by
Architect. 'Submit samples for
approval. Rails shall match door
frames. See Division 8 Bronze
Duronodic finish
DIVISION 5 - PAGE 1
DIVISION 6 - CARPENTRY
0610 ROUGH CARPENTRY:
Furring, nailers, grounds, and
blocking: Syp. D4S No. 2 boards
or No. 2 dimension, preservative
treated in accordance with AWPA
Standard Cl or C2, AD after treat-
ment.
0620 CUSTOM WOODWORK:
Conform to "Quality Standards of
the Architectural Woodwork Industry
latest edition, issued by Architec-
tural Woodwork Institute, "custom"
grade.
Include base cabinets and laminated
counter tops.
Millwork manufacturer must be ex-
perienced in the type and quality
specified herein and must be approv-
ed by the Architect.
Submit shop drawings for approval.
Fabricate millwork in shop to detail;
install by skilled finish carpenters,
set plumb, true to line, with all
necessary joining fitting and
scribing.
Wood species: exposed parts to be
gum, poplar, white pine or basswood;
concealed parts may be any compat-
ible wood permitted by AWI specifi-
cations.
Exposed plywood: Rotary cut Birch.
Concealed backs and ends may be of
plywood or particle board.
Doors and backsplashes full surface
type with plastic edges.
0640 CABINET HARDWARE
Hinge - Stanley 5135 US 26D
Door Pulls - Stanley 44831
Magnetic Catches - Stanley ALD 41
Two per door.
Laminated plastic counter tops,
back and end splash: 1/16 inch
general purpose laminated plastic,
polished finish, laminated to
particle board core with adhesive
applied under pressure. Color of
plastic will be selected by
Architect.
DIVISION 6 - PAGE 1
DIVISION 7 - MOISTURE CONTROL
0716 BITUMINOUS DAMPPROOFING
Unfibered bituminous compound,
apply by brush or spray to both
sides of all walls below grade or
fill at rate of not less than 1
gallon per 100 square feet.
0719 VAPOR BARRIER
Underneath pool and interior floor
slabs on grade or fill : Black
polyethylene coated Kraft paper with
a vapor transmission rate not ex-
ceeding 1/2 perm. Install with
minimum 6 inch laps and protect
from puncturing prior to concrete
placement.
0750 MEMBRANE ROOFING:
Low Roof - Install built-up 20 year
bondable type roof equal to Johns
Manville Specification No. 101.
Surfacing material shall be white.
High Roof- Apply self -adhering
Polyethylene/Asphalt barrier mem-
brane one -ply to concrete sub -roof
deck, equal to W. R. Grace "Bituth-
ene".
Install in strict accordance with -
manufacturers specifications and
under the direct supervision of a
factory representative.
0762 SHEET METAL WORK
Include reglets, counter flashings,
scuppers as shown•.
Materials: Sheet metal not other-
wise indicated; aluminized steel
Type 2, Military Specification
MIL-C-4174A. Use 26 gauge for
all items except scuppers which
shall be of not less than 24
gauge.
Make lines and edges sharp and
true, reinforced as required for
stiffness; joints and seams
neatly formed and finished, sur-
faces free from waves and buckle..
Make proper allowance for expan-
sion and contraction. Make ex-
terior work permanently weather -
tight. Space loose -locked expan-
sion joints not more than 16 feet
apart. Use noncorrosive nails
for fastening.
0775 EPDXY COATING
Trowel apply a 1/8 inch coating
of "Carpet -Tex" epoxy as manu-
factured by E-Bond Epoxie, Inc.
to horizontal surfaces of concrete
flat slabs of the reflective pool
and the mechanical equipment
rooms under the supervision of the
manufacturer.
0790 CAULKING AND SEALANTS
At all joints between concrete aid
metal sash frames; polymerized non-
staining •pol.ysuTfide caulking
compound, gun grade, colors to be
selected. Prime joints before
caulking. Grace - Hornflex or
DIVISION 7 - PAGE 1
0790 (Continued)
or approved equal.
Provide PVC buttons (white) for
sealing backs of Snap -tie holes.
Install backed with sealant. See
details on drawings.
DIVISION 7 - PAGE 2
DIVISION 8 - DOORS, WINDOWS AND GLASS
0811 HOLLOW METAL DOORS AND FRAMES
Frames, full welded type, 16 gauge
cold -rolled steel, phosphatized
and primed, profiles as shown; pro-
vide anchors, hardware cutouts and
reinforcement, floor clips, tem-
porary spreaders and removable stops
as required.
Hollow Metal Doors and Borrowed
Lights: USAS Standard A123.1, full
flush seamless type, phosphatized
or bonderized and prime coated with
rust -inhibitive paint. Furnish
Type I, standard duty, in accordance
with Paragraph 2.2.4.3 of Steel
Door Institute specification No. 100.
Provide hardware reinforcing in
accordance with S.D.I. 100 require-
ments.
Provide Label Doors where shown.
Provide full louvered doors to Air-
conditioning equipment rooms•.
Submit shop drawings of doors and
frames for approval.
0812 ALUMINUM DOORS AND FRAMES
Doors flush aluminum faced equal to
Endure-A-Dor Institutional Model 10.
Doors and frames to have a duronodic
bronze finish. Doors to be complete
with lJ pr. butts, reinforced for
flush interior mounted closures.
Cylinder dead locks to be furnished
in hardware allowance.
0870 FINISH HARDWARE
Allow the sum of four hundred
400.00) dollars for the pur-
chase, taxes and delivery of finish
hardware for all doors, This
allowance excludes fitting, in-
stalling and adjusting hardware.
Finsih hardware will be selected
by the Architect and will include
devices for Exterior Exit Doors.
0885 GLASS AND GLAZING SCHEDULE
Exterior fixed clerestory windows:
1/4 inch thick solargray
Use elastic glazing compound for
all channel and stop bead glazing.
Obtain Architect's approval of
glazing compound.
Provide perimeter clearance at
all 4 sides of an opening equal
to the glass thickness.
Space between applied stops and
glass to be not less than 1/16
inch plus glass and sash tolerance.
Conform to applicable provisions
of Glazing Manual published by
Flat Glass Jbbbers Association.
Deliver glass in containers which
will protect it from the weather
and from breakage.
Remove labbls from glass when so
directed by Architect.
DIVISION 8 - PAGE 1
n
0890 MIRRORS
1/4 inch thick polished plate glass _
with top grade silvered backing
protected an electrolitic copper
coating. Furnish Owner with a
manufacturers guarantee against
loss of silvering for a period of
five years. Mount with chrome
plate brass hardware as shown..
DIVISION 8 - PAGE 2
DIVISION 9 - FINISHES
0910 LATH AND PLASTER
Include all lathing, suspension
system for lath plastering accessor-
iesj soffits, high strength putty
plaster and Portland cement scratch
and brown coats for ceramic tile
installation.
GENERAL
Plaster over existing concrete walls,
new masonry and scratch coat for
ceramic tile shall be portland ce-
ment base.
Plaster over styrofoam insulation
and suspended ceilings shall be gyp-
sum base.
Finish coat for all plaster shall
be U.S.G. structo - gauge.
SUSPENDED PLASTER CEILINGS AND
SOFFITS
Space hangers not more than 3 feet
apart and within 6 inches of the
ends of carrying channels, walls,
beams or similar interruptions of
ceiling continuity; embed or secure-
ly attach hangers to concrete con-
struction. Space main channels
not more than 4 feet apart and not
more than 6 inches from walls;
properly position, level, and
saddle tie with hangers. Space
cross furring channels 131 inches
apart for diamond mesh lath or 16
inches apart for rib lath, saddle
tit with 2 strands of 16 gauge
wire to main channels: Keep
channels free of walls; Splice
ends by lapping 8 inches and tying
as above; frame all openings with
main carrying channels.
WALLS AND CEILINGS
Unless otherwise designated all
interior angles shall receive
cornerites and all exterior cor-
ners shall receive corner beads.
All corners of openings in masonry
walls and partitions shall be rein-
forced with 12" wide self -furring
metal lath placed diagonally
across corner.
Install casing beads where soffits
or suspended ceilings intersect
walls, around door frames and
along bottoms of walls for base
recess and other locations where
shown.
MATERIALS
Furring channels: cold rolled,
galvanized, 3/4 inch.
Carrying channels: cold rolled,
galvanized, 1? inch.
Hanger wire: 8 gauge galvanized
annealed.
Metal lath for ceilings and soffits:
3.4 pound diamond mesh galvanized,
DIVISION 9 - PAGE 1
0910 (Continued)
or 3.4 pound, 3/8 inch rib lath
where span exceeds 131 inches..
Corner bead: USG 4R galvanized.
Casing bead: No. 66..
Cornerite and Striplath: painted
copper alloy.
Control joints: zinc, Powell #99
Bonding Agent: "Bondrite," Lambert
Corp.; Daraweld - PBA, A.C.. Horn;
or Weld -Crete, Larsen Products Co.
Portland Cement Reinforcing: self -
furring Keymesh, Keystone Steel and
Wire Co.., 18 gauge galvanized wire
1J inch hexagonal mesh with J inch
furring crimps, applied with furring
stub nails to exposed -concrete.
Insulation to new masonry: Dow
Chemical styrofoam FR or Dorvon FR,
1 inch thick.
Mastic: Dow No. 7.
Portland cement: ASTM C150, Type I.
Masonry cement: ASTM C91, Type II
Hydrated Lime: ASTM C206, Type S
Gypsum Neat Plaster: ASTM C-28
Gypsum Gauging Plaster: ASTM C-28
Sand: ASTM C-35
All gypsum products used throughout
the work shall be furnished by the
same manufacturer.
PREPARATION OF SURFACES
Exterior Walls; Apply insulation
to exterior wall masonry surfaces.
Apply grounds to allow for thick-
ness of insulation and plaster.
Install wood nailers to concrete
or masonry for attachment of cabi-
nets or heavy wall fixtures. Use
mastic No. 7 and supplement with
concrete nails.
Examine insulation on walls and
ceiling before plastering to in-
sure that all boards are well
bonded and that all joints are
staggered, well fitted and tightly
butted so that no plaster fins can
extend through to the concrete or
masonry,.
Existing Concrete Wall: (Refer to
painting section for sand -blasting)
Over sand blasted surface apply
bonding agent.. Over bonding agent
apply key mesh and nail on 12 inch
centers vertically and horizontally.
Apply plaster coats as required.
Application of Base Coats: Three
Coat Work.
Scratch Coat: Apply nominal ?inch
thick first coat and then scratch
to insure a good key. Allow to
dry until firm and hard.
Brown Coat: Apply nominal 3/8 inch
thick brown coat and bring out to
grounds. Rod and darby to a true
regular surface ready to receive
finish coat or ceramic tile.
DIVISION 9 - PAGE 2
0910 (Continued)
Finish Coat: Trowel Finish
Apply over base coat, laid on well
double back and fill out to a true
even surface. Allow finish to
draw for a few minutes then trowel
with water to a smooth finish free
from cat faces or other blemishes.
0930 CERAMIC AND QUARRY TILE
GENERAL
Furnish and install thin -set cera-
mic wall tile with all accessories,
quarry tile and base and marble
thresholds where shown an drawings.
Scratch and brown coats for tile
installation is specified in Section
0910.
MATERIALS
Glazed Wall Tile: TCA certified,
standard grade, matte finish, cush-
ion edge, dust -pressed, white non -
vitreous body, machine made, 2 inch
by 2 inch face size, finch thick.
Trim units: SPR R-61 designation;
glazed bullnose and cove units to
have same face dimensions as wall
tile unless otherwise indicated.
Use S series for surface application.
Provide external angle and corner
shapes necessary to achieve a first
class job. Use universal angle
AK106 at internal bullnose corners.
Accessories: semi -recessed type,
non -vitreous body same color as
wall tile.
Accessories shall include the
following:
2 ea. shower soap dish
2 ea. towel bar
4 ea.' robe hooks
2 ea toilet paper holder
Marble Sills: One piece beveled
edge, honed finish, to profiles
shown; not less than 3/4 inch
thick.
Quarry tile: unglazed natural
clay, SPR R-61, standard grade,
smooth surface, 6 inch by 6 inch
face size 1/2 inch thick. Include
bullnose, cove, and all angle
and corner units required to make
a. first class job. Use round top
cove base units where no wall tile
occurs. Colors as selected.
Shower Pan Membrane: Compotite,
extend 12 inches up walls and
over curb.
Water-resistant organic adhesive:
CS-181; Provide manufacturer's
certification of conformance with
CS-181.
Primer: as recommended by the
adhesive manufacturer.
Epoxy mortar and grout: AAR-II
produced under Tile Council for-
mula.
Grout: as made by the UPCO Company,
Cleveland, Ohio.
DIVISION 9 - PAGE 3
0930 (Continued)
for glazed wall tile: Tile -Mate
Instant Grout, white
for quari-y tile: Hydroment Joint
Filler, natural color.
Expansion joints: neoprene or butyl
rubber strip, full depth of setting
bed, A inch wide in mosaic tile,
1/4 inch in glazed wall tile and
3/8 inch in quarry tile.
Sealant: polysulfide - one compon-
ent type.
INSTALLATION:
Grind and fit the carefully at
intersections, against trim fin
ish, and at built-in fixtures.
Fit tile closely around outlets,
pipes, fixtures, and fittings, so
that plates, escutcheons, and
collars will overlap cuts.
Prevent rapid evaporation of mois-
ture from the setting bed.
Comply with USA Standard specifi-
cation A108.5 for installing
ceramic mosaic tile by latex
Portland cement mortar method as
described in Tile Council of
America 1968 Handbook.
Examine surfaces to receive tile Comply with USA Standard Specifi-
and start no work until defects cation A108.4 for installing
that will adversely affect tile work glazed wall tile with water re -
have been corrected. sistant organic adhesives as de-
scribed in TCA 1968 Handbook.
Inspect all.surfaces to see that
they are dry, clean, free of oily
or waxy film, firm, level, and
plumb.
Surfaces to receive thin -set mortar
shall not vary more than 1/4 inch
above and 1/4 inch below required
plane in any individual space; nor
shall there be more than 1/16 inch
variation within any running foot.
Do not start until work of other
trades, which goes through or in
the space behind tile, has been
completed.
Use cove shapes at all interior
corners, bullnose shapes at all
exterior corners.
GROUTING, CLEANING AND PROTECTION
Comply with recommendations of
the manufacturer of the grout
as published by the Tile Council
of America.
SAMPLES
Patterns and colors will be se-
lected by the Architect. Submit
one sample of the following for
approval:
Panels of not less than 4 tiles
for each color and type of viall
tile.
Samples of each trim shape speci-
fied.
Samples of quarry tile and base.
DIVISION 9 - PAGE 4
0980 SANDBLASTING
GENERAL
Furnish labor, tools; equipment
and materials required to remove
all paint and other foreign matter
from existing concrete wall to be
incorpotated within the new struc-
ture• Sandblast only the area of
wall which is to receive new plas-
ter or ceramic tile finish.
Clean all surfaces after blasting
operations are completed.
0990 PAINTING
GENERAL REQUIREMENTS
Furnish labor, tools, equipment
and materials required for sur-
face preparation, priming of sur-
faces not shop primed, painting and
finishing of the following surfaces
including all related work in con-
nection therewith, as well as
cleanup of areas where painting
is required.
Interior and Exterior Ferrous
Metal: metal doors and frames,
windows exposed structural steel,
electrical panels, exposed piping
and ductwork, mechanical equipment
not factory finished.
Interior plastered walls and ceil-
ings.
Seal interior surfaces of all pre -
finished cabinets after installa-
tion. .
Exterior concrete walls of the
existing building.
Exterior vertical face on water
side of pool,
Rglated Work Sbecifi.-,d ih Other
Sec t ioh's
Shop priming of structural and
miscellaneous iron and steel;
hollow metal windows, doors and
frames; electrical panels.
Factory applied finish to air-
conditioning units; wood cabinets,
and aluminum doors and frames.
Pool bottom treatment.
Plaster finish,caulking and seal-
ants
Bituminous Dampproofing
Except as specified to the contrary
all exterior new concrete is pre -
finished requiring no paint.
MATERIALS
Except as otherwise specified here-
in, or specifically approved by
the Architect in writing, use only
products of the following manufact-
urers, subject to compliance with
specification requirements:
Tnemec Company
Dupont Company
Devoe and Raynolds
Pratt and Lambert
Benjamin Moore
Sherwin Williams
Pittsburgh Paint and Glass
DIVISION 9 - PAGE 5
0990 (Continued)
Each product shall be of the highest
quality produced by the approved
manufacturer. No so called "painter's
line" material will be approved.
Other materials required but not
specifically described such as
linseed oil, turpentine, thinner,
shall be of highest quality and
have identifying labels on contain-
ers.
SURFACE PREPARATION AND PROTECTION
Inspect all surfaces to be painted
or finished. Notify the Architect
in writing of any unsuitable surface.
The beginning of work, or the ab-
sence of written notification, will
be construed as acceptance of the
surfaces. Correct defective work
appearing thereafter.
Surfaces must be clean and dry and
free of foreign matter.
Remove and protect hardware, acces-
sories, device plates, lighting
fixtures, factory finished work,
and similar items; or provide ample
in -place protection.
Upon completion of each space, care-
fully replace all removed items. Use
only skilled mechanics, for removal,
replacement and protection.
Remove doors to paint tops and
bottoms•.
Prime coated steel: wash off
dirt and grease, remove concrete
or plaster drippings, touch up
abraded, or damaged shop coats
with rust inhibitive primer.
Concrete: Brush to remove loose
dust, knock off mortar spots, re-
move grease spots or other for-
eign matter which will affect the
finish surfaces.
Replace all Blue paint on existing
concrete wall at North End of ex-
isting building with new material.
Plaster: Check moisture content
of interior plaster; shall not
exceed 16% when paint is applied.
Neutralize exposed zinc coated
control joints and other acces-
sories to be painted.
MISCELLANEOUS REQUIREMENTS
Arrange for adequate ventilation
for proper drying and painted sur-
faces•.
Apply no paint in spaces where
dust is being generated which
would speck the finish.
Tint undercoats a different shade
than finish coats so that the
number of coats may be readily
determined.
Deliver paint to site in manufact-
urer's sealed containers. Each
container shall be labeled by the
manufacturer, showing the ma.nufac-
DIVISION 9 - PAGE 6
0990 (Continued)
turer's name, type of paint, form-
ulation, color of paint, and in-
structions for reducing.
SAMPLES AND COLORS
Submit for each surface and finish
indicated in the schedule of paint-
ing, the name of the manufacturer
and the trade name or identification
of the product proposed for use:
Submit color chips of each product
for selection.
APPLICATION AND WORKMANSHIP
Comply with applicable portions of
Sections 12, 13, and 14 of "A Modern
Guide to Painting Specifications"
prepared by Painting and Decorating
Contractors of America, 1965 Edition.
SCHEDULE OF PAINTING
Ferrous Metal - Shop Primed:
First: enamel undercoat
Second: gloss enamel
Third: gloss enamel
Exterior exposed concrete of exist-
ing building.
Two coats: modified epoxy equal to
Tneme-Crete series 52 flat sand
texture finish.
Three coats: Vertical face of
waterside of pool, from cap to slab.
Unprimed Ferrous Metal: exterior
piping, mechanical equipment, duct-
work, etc,
First: etch and clean (galvanized
metal only)
Second: zinc chromate primer
Third: semi -gloss enamel
Putty Coat Plaster Ceilings: 3emi-
Gloss
First: Latex Primer Sealer
Second: Semi -Gloss Enamel
Third: Semi -Gloss Enamel
Interior walls: Plaster -Satin
Finish
First: alkyd primer sealer
Second: eggshell enamel
Third: eggshell enamel
Exposed sheet metal work - Alumin-
ized Steel:
Clean thoroughly. Apply a coat of
pure lineseed oil.
Wipe clean.
Application to be in strict accor-
dance with manufacturer's instruc-
tions and recommendations.
DIVISION 9 - PAGE 7
DIVISION 12 - FURNISHINGS
1240 CARPETS
GENERAL
Jobsite Supervision
Provide jobsite supervision during
installation of all carpeting.
Supervisory personnel shall be
factory trained and subject to
approval of the Architect.
Carpet Classification
Carpeting shall be a very tight
hard compact, commercially textur-
ized, heavy-duty type with all fin-
ished items manufactured within the
continental limits of the United
States of America.
Minimum total finished weight of
carpet shall be 65.oz. (sixty-five
ounces) per square yard (not in-
cluding pad).
Carpet material shall be available
in standard widths of not less than
12 feet.
Colors selected will be limited to
a single selection.
Flame Spread Requirements
Carpet material and padding shall
meet all the requirements for the
flame spread test in accordance
with the ASTM E-84 test procedure -
Flame spread shall be less than 75.
Certification that carpet materials
have been tested by an independent
testing laboratory or Underwriter's
Laboratory and meets these minimum
requirements or exceeds them shall
be furnished by the manufacturer.
PRODUCTS
In order to insure maximum com-
petition on carpeting bids, color
selections are to be made from re-
gular stock colorations of the
mill awarded the contract. Each
mill shall have a full range of
color selections.
DETAILED CARPET SPECIFICATIONS
Velvet construction - Woven-thru-
back.
100% Acrylic fiber of U.S.A. origin
mothproof
216 pitch
8 rows per inch
205 minimum - .255 maximum wire
height
42 oz. per sq. yd. face yarn
weight
76.27 oz. per sq. yd. total fabric
weight
3 ply yarn woven level loop texture
Backing materials
warp -cotton or rayon or jute
stuffer-cotton, kraftcord or
jute
filler -jute or cotton
DIVISION 12 - PAGE 1
1240 (Continued)
Tuftbind-minimum 10 lbs:
Back coating -latex Clearcoat-minimum
8 oz. maximum 11 oz.
Width-12 ft.
The above specifications will be
accepted or the equivalent from any
of the following manufacturers and
their quality identification names.
These are all basically the same
carpeting but might have slight
variances which do not affect the
final end result.
Bigelow Grograin
Gulistan Charter Oak
Hardwick Magee Duralock
Lees Bold Voyage
Magee Loom Loc
Mohawk Presidio
Oxford Mi11s Acrihill
Philadelphia No. 40002
Roxbury Tweed Lok
Smith Castle Wood
type material weighing not less
than 50 oz. per square yard.
Binders
Concealed wood tack strips are re-
quired to be continuous where car-
pet abuts vertical surfaces.
All exposed raw edges of flat laid
carpet shall be secured with a
metal nap -lock binder bar of satin
finished hammered aluminum. Bar
shall also be installed under all.
doors except where thresholds are
indicated.
Metal binder strips shall be fast-
ened to floor with lead tampins
and countersunk metal screws
spaced one inch from each end and
6 inches on center thereafter.
Other methods of fastening by
Architects approval only.
Carpet Base
Any other substitutions must be Base in all recessed wall pockets
approved by the Architect 10 days shall be continuous strips of
prior to bid date except as follows:' neatly cut carpet material using
same color material as carpet
Substitution field.
Carpet material composed of 100% Base shall be secured to wall by
3 ply-15 denier continuous filament use of adhesives as recommended
nylon will be acceptable provided by the manufacturer of the carpet
the above minimum requirements are material.
met.
Pad (Separate from Carpet)
Pad shall be 1/4 inch thick flat
high density rubber -like commercial
Scraps
All unused scrap pieces of carpet
and pad material shall become the
property of the Owner for patching
and/or renovating purposes.
DIVISION 12 - PAGE 2
1240 (Continued)
Adhesive for base installation
Chicago Mastic Company CMC-6 sponge
set or an approved equal.
Guarantees - By Supplier
Furnish the Architect, in triplicate,
separate guarantees covering the
cushion pad and carpet, stating
that the carpet and pad were manu-
factured in accordance with these
specifications. The guarantee shall
further state that the carpet and
pad are moth and vermin -proof, non -
allergenic, and will withstand the
collection and stagnation of mois-
ture underneath the carpet with
application over concrete floors,
excessive fading of colors from the
carpet for a period of one year
following final installation of all
areas.
Maintenance Instructions
Furnish the Architect six copies of
manufacturer's instructions and re-
commendations for maintenance and
cleaning of the carpet of all food
stains, grease and traffic wear.
EXECUTION
Condition of Floor Surfaces
Concrete floors to receive carpet
shall be inspected prior to instal-
lation.
Rough, uneven or depressed areas,
humps or other irregularities shall
be called to the attention of the
Architect (in writing) for cor-
rection before work is commenced.
All floor areas are to be cleaned
of dust, debris, grease or other
materials, by others,
Wood backup for all base shall be
straight, plumb, securely fastened,
free from excessive open joints or
other imperfections that will affect
the appearance of the carpet base.
Floors shall be dry.
All painting, ceilings and wall
finishes, door's and hardware and
all other finishes ate to be com-
pleted including fixed cabinet in-
stallation before any carpeting is
to be installed.
Installation
All installation of this carpeting;
shall be under the direct super-
vision of an authorized represen-
tative of the Carpet Manufacturer,
and in strict conformity with the
manufacturer's instructions.
Starting of this work (by the
Carpet Installation Contractor)
within an area will imply that he
has accepted the surface to re-
ceive these materials, and any work
that will be required to form
smooth, even surfaces under these
materials shall be at the Carpet
Installation Contractor's expense.
Seams: Install carpeting with a
DIVISION 12 - PAGE 3
1240 (Continued)
minimum of cross seams and main-
tain matching pattern at all seams.
Architect shall approve seam pat-
tern in each room before laying
carpet.
All Carpeted areas shall be shut
off from all traffic except that
required by workmen for installa-
tion.
All carpeting shall be thoroughly
vacuum cleaned of all footprints
or other soiled areas prior to
acceptance by the Owner.
Guarantee
Furnish the Architect in triplicate,
a written guarantee of performance
against loss of contact at walls,
faulty workmanship of seams, loose
base, binder strips or other situa-
tions which in the opinion of the
Architect are caused by faulty
workmanship at time of installation.
Guarantee shall be for one year
after acceptance.
Correction of work to be done by
the Contractor at no additional
cost to the Owner.
1245 BATHROOM ACCESSORIES
GENERAL
Furnish and Install in each Shower
Stall one curtain rod equal to
Parker No. 628 HD stainless steel.
Install over each bathroom lavatory
one 18" x 36" mirror equal to
Parker No. 2010. Furnish with
theftproof device.
Furnish and install in each ward-
robe cubicle (4 total) one rod
equal to Parker No. 628 HD Stain-
less steel.
Furnish and install in each bath-
room (2 total) one paper towel
dispenser equal to Accessory
Specialties Inc. No. 245.
Furnish and install in each dress-
ing counter (4 total) 1 facial
tissure dispenser equal to
Accessory Specialties Inc. No: 259.
DIVISION 12 - PAGE 4
DIVISION 15 - MECHANICAL
SECTION 1500
1500.1 GENERAL
a. Applicable Provisions: The General
Conditions and the Supplementary
General Conditions of the Contract
and the applicable portions of the
Special Conditions are applicable
to this Division.
b. Technical Specification Require-
ments are given on the drawings.
c. Project Address Form, Project
Information Form, Progress and
Record Drawing Certification
Form, Check -Out Memo, and Instruc-
tion in Operation Memo Forms are
enclosed on separate pages.
Division 15 - Page I
Owner:
Architect:
PROJECT ADDRESSES *
SANFORD CIVIC CENTER - DRESSING ROOM ADDITION
SANFORD, FLORIDA
City of Sanford
City Hall
Sanford, Florida 32771
John A. Burton, IV, AIA
Post Office Box 938
Sanford, Florida 32771
Engineer: Tilden, Denson & Associates, Inc.
818 Highland Avenue
Orlando, Florida 32803
General Contractor:
Subcontractor:
Telephone
305/322-3161
305/4234017
305/841-9050
Contractor shall fill in the above blanks, and insert one copy in each
Technical Information Brochure as Page No. 3.
Division 15 - Page 2
PROJECT INFORMATION
Project Name:
Contractor's Job Superintendent:
Job Phone No.
Subcontractor's Job Superintendent:
Job Phone No.
Date Project Bid:
Official Project Starting Date:
Date Technical Information Broc-I1ures`Submitted:
Days Allowed for Construction:
Target Completion Date:
Contractor shall fill in above blanks, and insert one copy in each Technical
Information Brochure as Page No. 4.
Following items shall be completed and dates logged by the Contractor at least
two weeks before date of "Contractor's Request for Final Acceptance."
Date Testing Information Submitted:
Date Check-out Memos Submitted:
Date Written Operating Instructions Submitted:
Date Maintenance Information Submitted:
Date Marked -up Progress Prints Submitted:
Date Contractor's Instruction Conference with Owner:
Date Contractor's Request for Acceptance:
Date Project Accepted:
Division 15 - Page 3
PROGRESS AND RECOhb DRAW NG CERtIFICAtiON Form No, 1
NOtE TO CONtRACTOR: Do not submit at the time Technical Information Brochure
is suFmitted. This form shall be completed and submitted
before Instruction in Operation to Owner or a request for
final inspection.
RE:
Name of Pro3ect
Division Number and flame)
This is to certify that the attached marked -up design prints were marked as the
items were installed at the site during construction, and that these prints
represent an accurate "As -Built" record of the work as actually installed. One
copy will be turned over to the Owner at the Instruction in Operation Conference.
The duplicate copy is for the Engineer's Files.
Name of General Contractor
BY:
Authorized Signature & Title)
Date:
Name of Subcontractor)
By:
Authorized ignature & Title)
Date:
Division 15 - Page 4
CHECK-OUT MEMO Porm No. 2
NOTE TO CONTRACTOR: Do not submit at the time.Technical Information Brochure
is submitted This form shall be completed and submitted
before Instruction in Operation to Owner or a request for
final inspection.
Name of equipment checked:
Name of manufacturer of equipment:
TO:
RE:
Name of Contractor and Subcontractor)
Name ofProject)
1. The equipment furnished by us has been checked on the job by us. We have
reviewed (where applicable) the testing information submitted by the
Contractor.
2. The equipment is properly installed, except for items noted below.*
3. The equipment is operating satisfactorily, except for items noted below.*
4. The written operating and maintenance information (where applicable) has been
presented to you, and gone over with you in detail. Five (5) copies of all
applicable operating and maintenance information and parts lists have been
furnished to you for inclusion in each of the Equipment Brochures.
Checked by:
Printed Name of Manufacturer's Representative
Address ofRepresentative)
Signature of Person making Check)
Date Checked)
cc: Owner, Architect, Engineer, Contractor and Subcontractor
Exceptions noted at time of check were as follows:
Division 15 - Page 5
INSTRUCTION IN OPERATION CONFERENCE MEMO Form No. 3
NOTES TO CONTRACTOR: Do not submit at the time Technical Information Brochure
is submitted. Submit 5 copies of all information listed below for checking
at least one week before scheduled completion of the building. After information
has been approved and inserted in the appropriate brochures, give the Owner an
Instruction in Operation Conference, and have him sign 5 copies of this form.
Insert one signed copy in each brochure. After this has been done, a written
request for a final inspection of the System shall be made.
TO:
RE:
Name of -Architect)
Name of Project
Division Number and Name
This memo is for the information of all concerned that the Owner has been given an
Instruction in Operation Conference". on the work covered under this Division.
This conference consisted of a demonstration of the System operation, a tour on.
which all major items of equipment were pointed out, and the following items were
received by the Owner:
a) Owner's copy of Technical Information Brochure containing approved submittal
sheets on all items, including the following: (Inserted in the Brochure after
the correct tab) .
1) Maintenance information published by manufacturers on equipment items.
2) Printed warranties by manufacturers on equipment items.
3) Testing information as recorded by the Contractor.
4) Check-out Memo on equipment items by manufacturers' representative.
5) Written operating instructions on any specialized items.
6) Explanation of the one-year guarantee on the System.
b) Marked -up design prints showing actual "As -Built" conditions.
c) A demonstration of the System in operation and of the maintenance procedures
which will be required.
Name of General Contractor
BY:
Authorized Signature, Title & Date
Name of Subcontractor)
32
Authorized Signature, Title & Date
Brochure, Instructions, Prints,
Demonstration & Instruction in Name of Owner)
Operation received: By:
Authorized Signature, Title & Date
cc: Owner, Architect, Engineer, Contractor & Subcontractor
Division 15 - Page 6
DIVISION 16 - ELECTRICAL
SECTION 1600
1600.1 GENERAL
a. Applicable provisions: The eheral
Conditions and the Supplementary
General Conditions of the tontro t
and the applicable pdhtidns.Of A6
Special Conditions are applicable
to this Division.
b. Technical Specification Require-
ments are given on the drawings.
c. Project Address Form, Project
Information Form, Progress and
Record Drawing Certification
Form, Check -Out Memo, and Instruc-
tion in Operation Memo Forms are
enclosed on separate pages.
Refer to Division 15".
Division 16 - Page 1