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XIARRIOTT'S VAIL MOUNTAIN RESORT
VAIL, COLORADO
RENOVATION
PROJECT NO. QC35
BID SET DATE: February 21, 1995
MARRIOTT INTERNATIONAL
Maniott Drive
Washington, D.C. 20058
o
CONSTRUCTIONMARRIOTT INTERNATIONAL DESIGN AND
TABLE OF CONTENTS
Cover
Title Page
Table of Contents
DTVISION O. BIDDING AND CONTRACT REOUIREMENTS
00100 Instructions to Bidders00700 GeneralConditions
DIVISION 1 - GENERAL REOUIREMENTS
01030 Alternates (Options)01710 Project Gleaning
ARCHITECTURAL SPECIFICATION SECTIONS
02050 Demolition and PatchingOZ?fo Earthwork02510 Site Concrete02835 Fences03300 Cast-ln-Place Concrete03305 Concrete Floor PatchingO420o Concrete Unit Masonry04400 Stone, Exterior and Interior05120 StructuralSteel05500 Metal Fabrications06100 Rough CarPentry06150 Exterior Wood Deck and Railing06400 Carpentry and WoodworkOTffiO Insulation (Exterior)
07244 Exterior Textured Wall Finish (Repairs)
O725O Fireproofing07255 Fire StoP Systems07460 Wood Siding07600 Flashing and Sheet Metal
07900 Joint Sealers08100 Hollow Metal Doors and Frames
08210 Wood Doors08215 Custom Wood Doors, Sidelights and Frames
08330 Coiling Doors and Grilles08370 HorizontalSliding Fire Door08380 Traffic Doors08400 Entrances and Store Front
SERV|CES, tNC.
cEPl111094 oc3srroc-1 BID SET
0€€,24 Wood Wndows (Exterior)08700 Hardware08800 Glazing09210 Gypsum Plaster (Skim coat)09250 Gypsum Board Systems09340 New Ceramic TIe and Stone Tile09510 AcousticalCeiling Systems09650 Resilient Base09891 Textured Walls and Ceilings (lnterior)
09900 Painting09951 Wallcovering10050 Miscellaneous Specialties101m Gorner and Wall Guards10150 Toilet Compartments10215 Grilles and Registers10305 Prefabricated Fireplace10510 Wood Lockers10810 Toilet Accessories10825 Shower Doors10840 Vanlty and Countertops13155 Concrete Whirlpool
MECHANICAL SPECIFICATION SECTIONS
15050 Mechanical Basic Materials and Methods15400 Plumbing15750 Snow Melting (Alternate)
ELECTRICAL SPECIFICATION SECTIONS
16000 Electrical Basic Materials and Methods
16056 ElectricalSpecialties
END OF TABLE OF CONTENTS
cEPl111094 oc3s/roc-2 BID SET
sEcTloN 00100
INSTRUCTIONS TO BIDDERS
A. BIDDER'S PROCEDURES
'1. Each bidder by making his bid represents that he has read and understands
the bidding documents.
2. Each bidder by making his bid represents that he has visited the site and
familiarized himself with the local conditions under which the Work is to be
performed.
3. Each bidder by making his bid represents that he will hold no objection to any
other contractor who may be accepted to do other portions of Work on the
project, and will cooperate with all other contractors during the Work.
4. Submit bids on Contractor's Letterhead in format provided by Maniott.
B. INTERPRETATION AND CORRECTION
1. Each bidder, as soon as possible before the bid due date shall make written
request to the Marriott Representative for interpretation or correction of any
ambiguity, inconsistenry or etror therein which he may discover.
Interpretations or corrections will be issued in writing by the Marriott
Representative. Interpretation or correction given by any other method is not
binding.
Z. Claims due to mistakes or omissions in the proposalwill not be considered.
END OF SECTION
cEP/030593 QC35/00100-1 BID SET
o
sEcIoN 00700
GENERAL CONDITIONS
The intent of the Contract Documents is to include all items necessary for the proper
execution and completion of the Work. The Contract Documents are complementary and
what is required by any one shall be as binding as if required by all. Work not covered
in the Contract Documents will not be required unless it is consistent therewith and is
reasonably inferable therefrom as being neoessary to produce the intended results.
A. Comoliance with Law
Contractor shall comply with all applicable codes, laws, rules and regulations of
Federal, state or local authorities in its performance under this Contract.
Contractor shall be responsible for any and all damages incuned by Marriott
resulting from Contractor's failure to comply with said codes, laws, rules and
regulations. Contractor shall procure, at its expense, all permits, certifications and
licenses which may be required to perform lts Work, except that Marriott will
reimburse Gontractor for the cost of the General Building Permit. Contractor
agrees to defend, indemniff and hold Marriott and Owner harmless from all cosb,
dimages, and expenses (including aftorneys'fees) arising out of or resulting from
Contrictor's failure or alleged failure to comply with this Paragraph A.
B. Submittal
By submitting its bid, Contractor represents that it has visited the site and is
familiar w1h the building conditions and details applicable to all Work required
under this Contract.
Contractor shall review, approve and submit to Marriott with reasonable
promptness and in such sequence as to provide Maniott with ten (10) working
days ior review and as to cause no delay in the Work, all shop drawings, proiect
daia and samples and other submittal required by the Contract Documents. By
approving and submitting shop drawings, proiect data, samples and other
sirbmitta[ and samples, Contractor represents that it has determined and verified
all materials, field measurements and field construction criteria related thereto, or
will do so, and that it has checked and coordinated the information contained
therein. Such submittals are for general design only and Marriott's approval shall
not relieve Gontractor of its obligation to perform the Work in strict accordance
with the Contract Documents.
cEP/110494 QC35r00700-1 BID SET
c.Job Safetu
Contractor shall be responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with its Work. Contractor shall take all
necessary precautions for the safety of its employees and all other persons who
may be affected by Contractor's work. As part of this obligation, Contractor shall
keep its area of the work room clean for both safety and sanitary purposes and
shall dispose off-site the debris from its work each day, unless Contractor
provides for a disposal container on-site with at least weekly removal of the
debris.
Subcontractors
1. Prior to the Pre-Construction Meeting, Gontractor shall furnish Marriott with
a complete list of all Subcontractors and material suppliers who are
proposed for execution of the Work. No portion of the Work may be sub-
contracted without the prior approval of Marriott who reserves the right to
disapprove any proposed subcontractor. No payment will be made to the
Contractor prior to approval of the aforementioned list and no substitutions
shall be made without written permission of Marriott. Marriott shall have
the right to contact Subcontractors and suppliers directly to ascertain (1)
what amounts, if any, are due to them from Contractor, and (2) the
projected costs of completing the remaining portion of their work, and (3)
the scope and amount of any claims and disputes between Subcontractor
or Supplier and Contractor. Nothing contained in the Contract Documents
shall create any contractual relationship between any Subcontractor and
Marriott or any agent or employee of Marriott. Nothing shall create any
obligation on the part of Marriott, or any employee or agent of Marriott, to
pay or to see to the payment of any sums to any Subcontractor, supplier
or any other party not directly contracting with Marriott.
2. Contractor agrees to bind every Subcontractor and every Subcontractor
agrees to be bound by the terms of the Gontract Documents as far as
applicable to the Subcontractor's work'
3. Contractor also agrees to be bound to Subcontractors by allthe obligations
that Marriott assigns to the Contractor under this Agreement and by all the
provisions hereof affording remedies and redress to the Contractor from
Marriott, and to pay the Subcontractor, upon payment of requisitions, the
amount allowed to the Contractor on account of the Subcontractor's Work
to the extent of the Subcontractor's interest therein.
D.
cEP/110494 QC35/00700-2 BID SET
E.Eo ual Emolovment Ooportun itv/Affirmative Action
Contractor shall comply with Executive Order 11246, as amended, which is
administered by the United States Department of Labor, Office of Federal
Contract Compliance Programs, with the relevant rules, regulations, and orders
of the Secretary of Labor pedaining thereto, and wilh all other applicable federal,
state, and local non-discrimination, non-segregation, affirmative action, veterans
employment, and handicapped employment laws, rules, regulations, and orders
(collectively, the "EEO/M Requirements"). Contractor will furnish upon the
request of Marriott or any appropriate federal, state, or local regulatory body
information and reports required by the EEOIAA Requirements. Contractor shall
include the provisions of this Paragraph E in every subcontract or purchase order
so that such provisions will be binding upon each contrac'tor, subcontractor, or
vendor performing services or providing materials relating to the Work.
Pavment
1. Applications for payment shall be accompanied by fully-completed Exhibits
A through E, copies of which are attached to this Contract, and shall be
based on the Exhibit E previously submitted by Contractor to Marriott on
the 1st day of each prior month and shall be subject to Marriott's approval.
2. \Mthin thirly (30) days after receipt of Contractor's application for payment,
Marriott shall make payment to Contractor in accordance with such
application for payment; provided, however, that Marriott may refuse to pay
any amounts it believes are in excess of the percentage of Work actually
completed. In addition, Marriott may withhold payment as provided in
Paragraph M of this Contract.
3. Ten percent (10%) of the value of each payment shall be retained by
Marriott.
4. Upon completion and acceptance of the Work by Marrioft, Contractor shall
provide to Marriott as-built drawings of the Project and file a written request
for final payment. Acceptance of the final payment by Contractor shall
constitute a waiver of all claims by Contractor against Marriott or its
property,
G. Chanoes in Work
Marriott may, at any time, by a written order, make changes to the Drawings and
Specifications. All such changes shall be authorized by a change of contract
signed by Marriott. lf a change will affect either the Contract Sum or the time of
F.
cEP/110494 QC35/00700-3 BID SET
H.
performance, Contractor shall submit a written proposalwithin seven (7) working
days indicating Contractor's revised requirements. lf Contractor and Marriott
cannot reach an agreement as to the cost of the additional work or a revised time
schedule, Marriott shall have the right to employ a separate contractor to perform
such work and Contractor shall afford the separate contractor reasonable
opportunity for the introduction and storage of materials and equipment. For
Changes in Work performed by Contractor, Contractor shall be entitled to receive
the actual cost of its work, plus a mark-up of 10%. For changes in Work
performed by any of Contractor's Subcontractors, the Subcontractor's and any
sub-subcontractors mark-up over actual cost shall be 107o and the Contractor's
mark-up shall be 5ol0.
Delays
lf the Contrac*or is delayed at any time in the progress of the Work by any act or
neglect of Marriott or by any contractor employed by Marriott, or by changes
ordered in the scope of the Work, or by fire, adverse weather conditions not
reasonably anticipated, or any other causes beyond the control of the Contractor
and not reasonably avoided, then the required completion date or duration set
forth in the Construction Progress Schedule shall be extended thereby. However,
to the fullest extent permitted by taw, Owner and Marriott and their agents and
employees shall not be held responsible for any loss or damage sustained by
Contractor, or additional costs incurred by Contractor, through delay caused by
Owner or Marriott, or their agents and employees, or any other contractor or
subcontractor, or by abnormal weather conditions, or by any other cause, and
Contractor agrees not tO make, and hereby waives, any claim for damages and
agrees that the sole right and remedy therefor shall be an extension of time.
lnsurance
Contractor agrees to maintain such insurance as will fully protect it from
claims under worker's compensation laws and regulation; from claims for
damages because of bodily injury, including personal injury, sickness or
disease, or death, of any of its employees or any other persons; and from
claims for damages because of injury to or destruction of tangible property
including loss of use resulting therefrom. Contractor shall provide
insurance with a $1,000,000.00 combined limit per occurrence for bodily
injury and property damage. Contractor shallfonrvard insurance certificates
to Marriott prior to the start of its Work-
Owner shall purchase and maintain physical damage (builder's risk)
insurance upon the entire Work at the site to the replacement cost thereof.
This insurance shall include the interest's of Marriott, Owner, operator of
1.
2.
cEP/110494 QC35/00700-4 BID SET
J.
facility or buiHing in which the Project is located, Contrac'tor,
Subcontractors and Sub-subcontractors in the Work and shall afiord
coverage on an "all risk" of physical loss or damage basis, including,
without duplication of coverage, the perils of theft, vandalism and malicious
mischief. Such insurance shal! have no more than a $10,000 per
occurence deductible and Contractor shall be responsible for payment of
any such deductible in the event of an insured loss.
lndemnification
1. Contractor shall be responsible for any and all injury or damage to any
person andlor property, including loss of life, arising out of or in connection
with Work performed or to be performed under this Contract, and shall
indemnifo, defend and hold Owner, Marriott, the operator of the facility or
building in which the Project is located and their related companies,
harmless from any and all loss, damage, or expense (including attorneys'
fees) from any such injury, damage, or death, except as such may be due
to the negligence of Owner, Marriott, the operator of the facility or building
in which the Project is located and their related companies.
2. Contractor also agrees to defend, indemniff and save Owner, Marriott, and
their agents, employees and representatives, harmless from all costs,
damages, or expenses, including attorneys'fees, incurred by Marriott by
virtue of any claim or claims whatsoever filed by any subcontractor, laborer
or material supplier, making claims arising from work performed pursuant
to this Agreement by, through or under the Contractor, except for any such
cost, damage or expense which arise solely as a result of Marriott's
negligence. Additionally, Contractor shall, within five (5) calendar days of
receipt of notice by Marriofi, take all steps necessary and proper for the
release and discharge of any lien filed on the Project by any such
subcontrac{or, laborer, or material supplier.
3. Unless otherwise specified in the Contract Documents, Contractor shall be
responsible to obtain the necessary certification for payment of and to pay
all sales, use, gross receipts, service or other similar taxes to the taxing
authority having jurisdic-tion over the Project. Contractor shall maintain all
documentation necessary or required to confirm such payment for a period
of three (3) years following final acceptance of the Work. The Contractor
shall indemnifo and hold Owner and Marriott harmless from and against all
costs, damages and expenses (including attorneys' fees, interest and
penalties) assessed against or incurred by Owner or Marriott from failure
of Contractor to PaY such taxes.
cEPt110494 QC35/00700-5 BID SET
K.Marriott's Rioht to do WorUStop Work
lf, in Marriott's opinion, Contractor should neglect to prosecute the Work properly
or fail to perform any provision of the Contract, including, but not limited to, failure
to comply with the Construction Progress Schedule, Marriott may either (1) order
Contractor to stop the Work (or any portion thereof) until the cause for such order
has been eliminated, or (2) upon seventy-two (72) hours written notice to
Contractor and its surety, if any, and without prejudice to any other remedy
Marriott may have, make good uch deficiencies by its own forces or by engaging
other contracto(s), and deduct the cost thereof from any payment then or
thereafter due Contractor. lf the payments then or thereafter due Contractor are
not sufficient to cover such amount, Contractor shall pay the difference to Marriott.
However, this right of Marriott to stop the Work shall'not give rise to any duty on
the part of the Marriott to exercise its right for the benefit of Contractor or any
other person or entity, nor shall it relieve Contractor of its responsibility for
providing for the safety of persons on the site or void any warranty of the
Contractor, either express or implied.
L. Termination
1.Marriott may terminate this Contract, with or without cause, by giving 48
hours written notice. Upon the expiration of this period, Contractor shall
remove its forces from the Project site. Contractor shall also remove its
materials and equipment from the Proiect site, unless Maniott, in its sole
discretion, takes possession of Contractor's materials and equipment for
the purpose of completing the Work. lf Marriott terminates this Contract
because of Contractor's failure to perform the Work as required, Contractor
shall be liable for all damages, costs, or expenses (including attorney's
fees) resulting directly or indirectly from such failure. Marriott may deduct
such costs and expenses from any payment then or thereafter due the
Contractor. lf the balance due the Contractor is not sufficient to cover such
amount, the Contractor shall pay the difference to Marriott.
This Contract may be terminated by Contractor upon the repeated and
substantial failure of Marriott to perform in accordance with all the terms
herein, provided that Marriott's failure to perform is through no fault of
Contractor.
ln the event Marriott terminates this Contract without cause, or Contractor
terminates this Contract due to Marriott's default, Marriott agrees to pay to
Contractor the reasonable value of Contractor's Work to the date of
2.
3.
cEP/110494 QC35/00700-6 BID SET
termination together with any retainage wtthheld, but the Contractor shall
not be entitled to any other or further relief against Marriott, including, but
not limited to, anticipated profit on Work not performed.
M. Payments lMthheld
Marriott may withhold or, on account of subsequently discovered evidence, nullify
the whole or part of any payment to such extent as may be necessary to protect
Marriott from loss on account of:
1. Failure or refusal of Contractor to perform. or comply with any term,
condition, provision or obligation of this Contiact.
2. Defective Work not remedied.
3. Glaims or liens filed or reasonable evidence indicating probable filing of
claims or liens.
4. Maniott's reasonable doubt that the Work can be completed for the
balance then unPaid.
5. Faillre to pay subcontractors for labor, materials, or equipment actually
provided.
6. Damage to Marriott or to another contractor.
Z. Failure to prosecute the Work in a timely manner or to comply with the
Construe'tion Progress Schedule.
8. Failure to respond to Marriott's change order requests.
\Mren the aforementioned grounds are removed, payment shall be made for
amounts withheld.
N. Joint Checks
Marriott reserves the right to issue joint checks to Contractor and any of its
subcontractors or suPPliers.
cEP/110494 QC35r00700-7 BID'SET
o.Warranties and Guarantees
Contractor warrants to Marriott that all materials and equipment furnished
under this Contract shall be new and free from defects, that all Work will
be of good quality, free from faults and defects and in strict conformance
with the Contract Documents. All Work not conforming to these
requirements, including substitutions not properly approved and authorized,
may be considered defective. lf required by Marriott, Contractor shall
furnish satisfactory evidence as to the kind and quali$ of materials and
equipment. This warranty shall not be limited by the provisions of
Subparagraph 2 hereof.
Contractor hereby guarantees all Work performed and material and
equipment furnished underthe Contract Documents against defects due to
faulty or defective materials or workmanship, or failure of the Work to
conform to the Contract Documents, as shall appear within a period of one
(1) year from the date of final acceptance of the completed Work by
Marriott, or for a longer period if so specified elsewhere in the Contract
Documents provided, however, that if such materials or equipment or
portion of the Work is found after such final acceptance not to comply with
the Contract Documents, the guarantee period thereon shall commence
with the date it is corrected by Contractor to comply with the Contract
Documents. Contractor shall require a similar guaranty in all subcontracts,
including the requirement that Marriott be reimbursed for any damage or
loss to the Work or to other work resulting from such defects. Contractor
agrees, as part of its guarantee under this Article, (a) to repair or remove
oi replace, as directed by Marriott, all Work which proves defective during
the Documents and (b) to repair, remove, and replace, as directed by
Marriott, all damaged portions of the Work resulting from or which is
incidentalto (i) defects in the Work as stated above in this Subparagraph
or (ii) failure of the work to conform to the contract Documents. All
repairs, removals and replacements must be commenced within seven (7)
days from the receipt of wriften notice from Owner, and workmen and
materials sufficient, in the opinion of Marriott, must be furnished to ensure
prompt completion thereof. Should Contractor fail to proceed in
accordance with the provisions of this Subparagraph 2, Marriott may, at
Contractor's expense and without further notice to Contractor, furnish all
labor and material necessary for said repairs or removals and
replacements.
3. Upon completion of the Project and priorto Final Payment, Contractor shall
prepare, organize assemble and transmit to Marriott's Representative a
duplicate set of all written warranties and guarantees of others applicable
1.
2.
cEP/110494 QC35/00700-8 BID SET
-1
to the Work or required by the Contract Documents and instruction,
operation and maintenance manuals for all operating equipment and
systems and for all wearing surfaces. All warranties and guarantees of
others with regard to services or materials shall be made for the benefit of
Marriott and Contractor and shall be enforceable by either Marriott or
Contractor, and Contractor shall execute any documents or take such
action as may be necessary to ensure that Marriott receives the benefits
thereof.
No contract or purchase pertaining to the Project shall allow for waiver of
warranties or guarantees.
Nothing contained in this Article shall be construed to establish a period of
limitation with respec't to any other obligation which the Contractor may
have underthe Contract Documents. The establishment of the time period
of one year as set forth in Subparagraph A above or such longer period of
time as may be prescribed by law or by the other provisions of the Contract
Documents relates only to the specific obligation of the Contractor to
correct the Work, and has no relationship to the time within which its
obligation to comply with the Contract Documents may be sought to be
enforced nor to the time within which proceedings may be commenced to
establish Contracto/s liability with respect to its obligations other than
specifically to correct the Work.
Mechanics'Liens
To the fullest extent permitted by law, the Contractor waives any rights to file a
mechanics' lien against the property, and agrees not to suffer or permit
mechanics' or materialmen's liens to be filed or continued against any property
of the Owner, Marriott, Marriott International, Inc., Marriott Ownership Resorts,
Inc., or their related companies for services performed, or materials, machinery,
and equipment furnished in connection with the Project by himself, any
Subcontractor, Sub-subcontractor, mechanic, laborer, Supplier, or any other
person, firm or corporation, for work performed on the Project pursuant to this
Contract by, through or under the Contractor. In default of performing such
obligation, agrees to reimburse Marriott, on demand, for all monies paid by
Marriott in the releasing, satisffing, and discharging of such liens, including
reasonable attorneys' fees. The Contractor agrees to indemni! and save the
Owner, Marriott, Marriott International, Inc., Marriott Ownership Resorts, Inc., and
their related companies harmless ftom allcosts, damages, or expenses, including,
but not limited to, reasonable attorneys'fees and expenses, incurred by any of
them by virtue of any claim or claims whatsoever filed by any of its
Subcontractors, Sub-subcontractors, mechanics, laborers, or suppliers, arising
4.
5.
P.
cEP/110494 QC35/00700-9 BID SET
o.
from work performed pursuant to this Contract by, through, or under the
Contractor.
Correction of Work
Contractor shall promptly remove from the premises all Work condemned by
Marriott's Representative as failing to conform to the requirements of the Contract
Documents, whether incorporated or not, and Contractor shall promptly replace
and re-execute its own Work in accordance with the Contract Documents and
without expense to Marriott and shall bear the expense of making good all Work
of other contractor(s) destroyed or damaged by such removal or replacement.
Neither the issuance of a final certificate, nor the receipt of Final Payment, nor
any provision in the Contract Documents, shall relieve Contractor of its
responsibility for faulty materials, equipment or workmanship and, unless
otherwise specified, Contractor, upon notification by Marriott, shall promptly
remedy any such defects due thereto and pay for any damage to Marriott
resulting therefrom.
lndeoendent Contractor
Contrac'tor acknowledges and agrees that it is engaged as an Independent
Contractor and that all persons performing Work hereunder are employees or
agent of Contractor. Contractor further agrees that it will be solely responsible for
the payment of all taxes and benefits required by law for said employees or
agents, without liability to Marriott.
Accounting Records
For all amounts payable under this Contract which are based upon incurred by
Contractor, including, without limitation, costs for Changes of Contsract under
Paragraph G and claims for termination costs under Paragraph L, as well as for
taxeJ paid or accrued, Contractor shall keep full and detailed accounts and
exercise such controls as are required for proper financial management and by
generally accepted accounting principles, consistently applied. lvlarriott shall be
ittorded access to the Contractor's records, books, correspondence, drawings,
receipts, subcontracts, purchase orders and other data relating to such costs and
the portions of the Work relating thereto. The Contractor shall preserve these
records for a period of three years after Final Payment, or for such longer period
prescribed by law.
R.
S.
cEP/110494 QC35/00700-10 BID sEr o
T.
U.
V.
W.
Drawings
All drawings, specifications and copies thereof fumished by Marriott are and shall
remain the property of Maniott. They are to be used only with respect to
Contractor's Work and are not to be used in any manner on any other project.
Non-waiver of Riohts
No action or failure to act by Manioft or any agent or employee of Marriott shall
constitute a waiver of any right or duty afiorded Marriott under this Contract, nor
shall any such action or failure to act constltute approval of or acquiescence in
any breach thereunder, except as specifically agreed to in writing.
Disoutes
All claims, disputes and other matters and questions arising out of or relating to
this Contract or the breach thereol shall be decided by a court having jurisdic{ion
over same.
Non-Assignabilitv
Contractor shall not assign this Gontract without the prior written consent of
Marriott.Anyassignmentmadeinvio|ationofthisprovisionshal|bevoid.
Entire Aoreement
This Contract represents the entire and integrated agreement between Marriott
and Contractor and supersedes all prior negotiations, representations or
agreements, either written or oral. This Contract may be amended only by written
instrument signed by both Marriott and Contractor'
No extra work or changes under this Contract will be recognized or paid for
unless agreed to in writing by Owner before the work is done or the changes are
made.
Deliverv and Storaoe
Deliver materials to the site in undamaged original containers. Each item
shall have a delivery ticket. Materials shall be inspected and approved by
Marriott Representative prior to acceptance.
Store as directed by Marriott Representative.
Y.
1.
2.
cEP/110494 QC35/00700-11 BID SET
z.Verifvinq Existing Conditions
1. Examine areas for conditions under which Work is to be performed.
Report in writing to Marriott Representative all conditions contrary to those
shown on the Drawings or specified herein and all other conditions that will
affect satisfactory execution of Work. Do not proceed with work until
unsatisfactory conditions have been corrected.
2. Starting Work constitutes acceptance of the conditions under which Work
is to be performed. After such acceptance this Contrastor shall at his
expense, be responsible for correcting all unsatisfactory conditions.
3. Coordinate closely with notes on Drawings and work of other trades.
4. Veriff dimensions before fabricating to ensure proper coordination and fit.
Protection
1. Erect barricades and signage to protect the public, personnel and property'
Do not obstruct legally required exitways'
2. Erect and maintain dust-barriers to separate occupied areas from areas of
construciion. Barriers shall remain in place during construction unless
otheruise directed by the Marriott Representative.
3. Construct dust barriers with studs and 112" gypsum wallboard or 8 mil
polyethylene on one side. Extend barrier from floor to underside of ceiling.
4. Restore the entire area used for on-site storage and construction activities
to its pre-construction condition.
5. Protect existing items in storage and construction areas to minimize
repairs.
6. Protect existing sprinkler heads and smoke detectors and keep the
systems in a fully operable condition.
Interruotion of Existing Utilities
1. Give written notification of the interruption of existing services or systems
to Marriott Representative 2 calendar days in advance of the proposed
interruption. Obtain written approval from Marriott Representative prior to
service interruPtion.
AA.
BB.
BID sEr ocEP/110494 QC35'00700-12
o
interruptions
DD.
to a minimum.
cc.
3. Provide and maintain temporary utility service to operating areas of hotel
during interruptions of normal service.
Removal and Reinstallation of Materials
1. Materials, equipment and artifacts, indicated on Drawings as necessary to
be removed and later reinstalled shall be the responsibility of the
Contractor.
2. ltems shallbe carefully removed and allparts clearly identified, stored and
protected.
Qualitv Control
1. Develop, implement, and administer a quality control program acceptable
to the Marriott Representiative. lt is the intent of Marriott to have
representation on site to assure contract compliance, program
maintenance, and to perform final inspection and acceptance.
It shall be the joint responsibility of the Contractor and Marriott to conduct
continuous inspections of the project for the purpose of conecting deficient
work prior to final completion of each phase. Prior to release of each
phase to the hotel for their final preparation, representatives of the
Contractor and Marriott and skilled craftsman from all involved trades shall
conduct a final inspection. Deficient work shall be corrected during the
progress of this final inspection.
Should, in the opinion of the Marriott Representative, a phase not be of a
quality or level of completion to be released to the hotel, assignment of
new phases shall be denied the Contractor until such time as a release of
the deficient phase to the hotel can be efiected. Should said deficiencies
be the fault of the Contractor, it shall be the sole responsibility of the
Contractor to pay all costs and effect such measures as may be required
to regain the approved schedule.
EE. ConstructionPersonnel
1. Construction personnel are expected to exhibit conduct befifting the hotel
and to show deference to hotel guests and employees. Construction
personnel shall dress consistent with their occupational needs and
craftsmen status.
3.
cEP/l10494 QC35/00700-13 BID SET
2. Access to the hotel by construc'tion personnel shall be through the
designated entrance. Construction personnelwill be required to sign-in or
be checked in at the beginning of each work day and signed out or be
checked out at the end of each work day.
3. Construction personnelwill be required to wear identification while on site
which gives their name and the name of their employer. Except as
required for material handling, construction personnelwill be restricted to
those areas in which work is being performed. Failure to comply with
these requirements will first result in a warning and, upon the second
occurrenoe, removal of offending personnel from the property.
FF. Advertisino
1- The Contractor, his subcontractors, suppliers, agents, licensees, or
associated organizations are herewith forbidden to use or incorporate
"Maniott" or the Marrioft Hotel in name, photograph, or representation in
any advertisement, regardless of form or substance, without the expressed
written consent of the Marriott Representative. Except as permitted in
writing by the Maniott Representative, banners, signs, logos, or other
posting shall not be afiixed to the hotel or made to be seen from outside
the hotel.
GG. Prooress Meetinos
'1. The Marriott Representative shall schedule and conduct regular meetings
to review the progress of work. Representatives of all companies involved
in the work shall be required to attend.
HH. Landscaoinq
1. Repair or replace, as directed by Marriott Representative, landscaping
damaged as a result of Contractor negligence or inadequacy of protective
measures, at the sole expense of the Contractor.
ll. Permits
1. Maniott will file and pay costs associated with obtaining the General
Building Permit if required. Acquisition and payment for all other permits
is the responsibility of the Contractor.
END OF SECTION
BtD sEr ocEP1110494QC35/00700-14
sEcTtoN 01030
ALTERNATES (OPTIONSI
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. RELATED REOUIREMENTS
1. Bid Documents: Ouotation of cost of each Alternate.
2. Drawings and Specifications identifying each Alternate.
C. PROCEDURES
1. Proposals will be reviewed by Marriott.
2. Upon approval, coordinate related work and modify surrounding areas as
required to complste each AlternatE.
D. LIST OF ALTERNATES
1. Snow melting as specified in Section 15750 shall be priced separately
for:
a) New upper concrete deck around pool.
b) New lower concrete terrace level.
c) New concrete stairs.
2. Solid core, fire rated, wood doors at entrance to restaurant, as specified
in Section 0821O.
3. Tile wall in restaurant on wall behind the buffet; see Specification
o9340.
4. Textured finish on new walls in lobby as specified in Section 09891.
S. Granite floor tile at conference lobby; see specification Section O9340.
6. Exterior pool coping as specified in Section 09340.
7. Stair railings and ballisters as specified in Section 06400.
END OF SECTION
O o224ss oc35/o1030-1 BID SET
O sEcrroN orzlo
PROJECT CLEANING
A. RELATED DOCUMENTS
1. General Conditions apply to this Sec'tion.
B. CLEANING
1. Daily Cleaning:
a. Maintain the work area in a clean and orderly manner on a continuous
daily basis. Trash and construction debris shall not be allowed to
accumulate.
b. Provide manpower and equipment that the Maniott Representative, at his
sole discretion, feels is necessary to adequately clean the construction
site. lf the Contractor fails to clean up, Manioft reserves the right, upon
48 hours written notice, to proceed to remove debris, the cost of which
will be charged against the Gontractor.
2. FinalCleaning:
a. upon completion of work, employ experienced persons to perform final
cleaning. This cleaning shall cause the project to be suitable for
occupancy as a first class hotel. All surfaces, equipment, finishes,
fixtures, furnishing and similar items shall be left in a condition requiring
only ordinary care to maintain.
b. Remove construction debris from property and grounds (surrounding
area).
3. The carpet installer is responsible for vacuuming newly carpeted areas.
4. Dumping of rubbish, waste, or clean-up of equipment shall not be performed
in public or back-of-house plumbing fixtures.
5. Remove trash receptacles (dumpsters) immediately upon completion of
project.
END OF SECTION
cEP/o30593 QC35/01710-1 BID SET
sEcnoN o2o5o o
DEMOLITION ANO PATCHING
O A. RELATED DocuMENTs
1. General Conditions apply to this Section.
B. DEMOLITION WORK
1. Remove or alter existing work indicated on the Drawings as necessary to
accommodate new construction.
2. Remove work without damage to work that will remain. Should existing work
to remain be damaged, repair or replace as directed and approved by Marriott
Representative at no cost to Maniott.
3. \rVhere items are removed, repair the f,oor, walls, and ceiling surfaces to
match adjacent sudaces unless indicated othenrise. Coordinate all
mechanical, plumbing, and electrical removals and alterations.
4. lf unforeseen condition is uncovered, inform Maniott Representative
immediately and await instructions to proceed with work.
C. PREPARATION
O 1. Examine concrete to determine if embedded utilities, pretensioned
reinforcement, or post-tensioning tendons are present in areas to be cut.
2. Report the presence of reinforcement or utilities which will affect the cutting of
concrete to Marriott Representiative. Do not proceed until directed by Marriott
Representative.
D. CUTTING, PATCHING AND RESTORATION
1. Cut, patch and restore as necessary to accommodate new work. Correct over
excessive cutting at no additional cost to Marriott. Gut in straight lines and
square edges and to proper dimensions ne@ssary to accommodate the
respective installation.
2. Patch, point or grout flush all voids, holes, chips, cracks, spalls, broken or
otherwise damaged surfaces. Patch with materials which match adjacent
surfaces in appearance and quality.
3. Repair surfaces exposed by removed finishes or equipment.
cEP/o30593 QC35r02050-1 BID SET
4. Perform cuttintatching, repair and restoration *tto, mechanical,
plumbing, and electrical trades as required for finished construction
5. Abandoned utility lines shall be capped for concealment at point of entry.
Patch and refinish surfaces to match adjacent existing conditions.
END OF SECTION
cEP/030593 QC35102050-2 BID SET
sEcTtoN 02200
EARTHWORK
A. RELATED DOCU]UIENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Topsoil stripping and stockpiling; site grading;trenching or excavation and
backfilling for utility systems, subdrainage system and related appurtenances.
2. Excavation and backfilling for structures including dewatering, erosion control,
and other items of required earthwork.
C. SUBMITTALS
1. Fill Samples and Tests:
a. Provide for each type fill materialto be used on project, with testing
results indicating compliance with requirements specified, for approval
prior to start of work.b. The Marriott Representative shall authorize each type of fill to be used on
the project as structuralfill.
D. QUALITY ASSURANCE
1. Regulatory Requirements: Comply with applicable requirements of federal,
state, and local laws, regulations and codes having jurisdiction at project site.
2. Testing and Inspection: Marriott will obtain and pay for services of an
independent commercialtesting laboratory for performing field quality control
testing of soils during construction; costs of retesting because of
noncompliance with requirements specified, including recompaction of
deficient areas, are at Contractor's expense.
E. PROJECT CONDITIONS
1. The Contractor shall be responsible for the cost of preparing the site for the
proposed construction including excavation, subgrade preparation and
removal and replacement of unsuitable materialto a minimum of six inches
below footers or slabs on grade . The cost for this shall be included in the
Contractor's base bid, and shall be at no additional cost to Maniott.
cEP/o30593 oc35/02200-1 BID SET
2.
3.
4.
lf excavation and soil replacement or remediation beyond the depths specified
is directed by the Marriott Representative, the Contractor shall be paid
according to the unit price schedule established in the project's Schedule A
prior to award of contract.
The Marrioft Representative shall have final authofi and make the final
decision during construction on the depth and extent to which unsatisfactory
materials need to be removed and replaced. Any additional excavation, soil
remediation or replacement must be authorized by the Marriott Representative
prior to starting that work.
Excavation Classification: Unclassified shall include the fills, rock, rubble,
trash and other materials encountered in excavation and grading operations.
The Contractor's basic bid includes all costs for providing a site acceptable for
the proposed construction. No additional payment shall be made for removal
and replacement of unacceptable materials encountered during site
preparation. The Marriott Representative shall be the finalauthority and shall
make the final decision during Construction to the depth and extent to which
unsatisfactory materials must be removed and replaced.
Existing utilities:
a. Perform neoessary exploratory tests for veriftcation if necessary. Marriott,
the Architect and Engineer will assume no responsibility for hazardous
conditions, losses and accidents arising out of failure to perform by this
Contractor or other Parties or both.
b. Should incorrectly charted or uncharted piping or other utilities be
encountered during excavation, consult utility owner immediately for
directions. Cooperate with Marrioft Representative and utility services in
keeping respective services and facilities in operation. Repair damaged
utilities to the satisfaction of Marriott Representative.
Disposition of utilities:
a. observe rules and regulations governing respective utilities during
execution of work of this Section.
b. Adequately protect all active utilities from damage.
c. Remove or relocate active utilities only as needed.
Benchmarks, Monuments and Other Reference Points: Protect from damage
and displacement; if disturbed or destroyed, replace at Contractor's expense.
Keep dirt, dust, noise and other objectionable nuisances to a minimum.
5.
6.
7.
8.
cEP/030593 QC3s/02200-2 BID SET
9. Protection:
a. Banicades:1) Fumish and maintain banicades, signs and markings for excavated
areas in accordance with requirements of all local codes and as
herein specified.2\ Paint and maintain banicades in good condition. Mount flashing
yellow lights and maintain same.3) Install wood fence adjacent to open excavations.b. Protect structures, utilities sidewalks, pavements, and other facilities from
damage caused by settlement, lateral movement, undermining, washout,
and other hazards created by earthwork operations.c. Protect excavation bottom against fteezing when atmospheric
temperature is less than 35o F.
F. FILL AND BACKFILL MATERIALS - GENERAL
1. Provide soil material free ftom roots, debris, trash, organic materials, frozen
materials, material softer than adjoining soil, rock or stone larger than 3"
maximum dimension for use in upper 6" of fill or larger than 6" maximum
dimension for use in remainder of fi]1, and other deleterious materials.
2. A cut and fill balance has not bee made. Contractor is responsible for
establishing quantity of additional fill required or exoess that must be hauled
away. No additional compensation will be made for importation of additional
material or for disposal of surplus material off site.
G. STRUCTURAL'CONTROLLED FILL'
1. On-Site Excavated Material meeting or exceeding the following imported
material requirements.
2. On-Site Excavated Material Blended with lmported Materials: Acceptable if
approved, providing material can be blended into uniform mixture meeting or
exceeding the following imported material requirements.
3. lmported Materials: ASTM D2487 SoilClassification Groups GW, GM, SM,
SW; Liquid Limit (LL) less than 45; Plastic Index (Pl) less than 18; if granular,
minimum of 20o/o must pass No. 200 sieve.
cEP/030593 QC35/02200-3 BID SET
1487 SoilCt"."!ttion Groups, GC, SC,4. Unacceptable'Materials: ASTM D2
CH, PT, OH, OL, MH, generally described as and including following:
a. Peat, mulch and/or other highly organic swamp soils.
b. Organic and inorganic clays of medium to high plasticity.
c. Elastic silts.
H. AGGREGATE BELOW FOOTERS AND SLABS ON GRADE
1. Clean gravelor crushed stone graded from coarse to fine with 100% passing
1/2" sieve, 1 5% passing No. 20 sieve, and not more lhan 2o/o passing No. 1 00
sieve.
I. EXAMINATION
1- Examine areas in which work is to be performed. Report in writing to Marriott
Representative all prevailing conditions that will adversely affect satisfactory
execution of work. Do not proceed with work until unsatisfactory conditions
have been corrected.
2. Starting work constitutes acceptance of the existing conditions and this
Contractor shall then, at his expense, be responsible for correcting all
unsatisfactory and defective work encountered.
J. PREPARATION
1. Dewatering:
a. Prevent ground and subsurface water from flowing into excavations,
surrounding properties, and from collecting and ponding; provide and
maintain alltemporary drainage and dewatering systems required'
b. lnstall pumps, sumps and suction and discharge lines, as required.
c. lnstall temporary deviations from grades to channelwater away from
excavations.d. Leave no sumps or pockets at completion of each day's grading
operations.
e. lf water is encountered during excavation, install pumps of capacity to
remove water while excavations are being made and continue pumping
for 24 hours following placing of concrete.
2. Shoring and Bracing:
a. lnstall as required to protect slopes and earth banks from cave-ins, and to
protect adjacent surfaces and structures from settlement. Remove before
backfilting is completed, but not untilafter permanent supports are in
place.
cEP/030593 QC35/02200-,4 BID SET
b. wh"n rnoils interrupted by rain, do not r"ru,to*rations untilmoisture
content and field density tests of upper 6" of in-place material have been
made and approved by Marriott Representative.
3. Provide sheet piling, if required. Comply with requirements of applicable
codes and regulations having jurisdiction at project site.
4. Do not place fill or backfill material in water, on material containing ftost, or
during unfavorable weather conditions. Wten inclement weather is expected,
grade and seal surface of fill as required to limit percolation of surface water.
5. Establish and identiff required lines, levels, contours and datum.
6. Proofrolling:
a. Proofroll over entire areas receiving fill material, after topsoil is removed,
in presence of Geotechnical Engineer Service (GES).
b. Make at least four passes over each area, with last two passes made
perpendicular to first two passes. Use minimum 20 tons static weight
rubber-tired compactor or similar type approved equipment for
proofrolling. lf construction operations soften or otherwise disturb
previously proofrolled areas to extent that they become soft and unstable
or are determined unsuitrable by Marriott Representative and GES,
perform additional proofrolling before starting filling operations or remove
unsuitable materials to depth and extent required by GES and replace
with approved compacted fill as specified above.
7. Following topsoil stripping and proofrolling operations, but before making cuts
or placing of fill and backfill, clean ground surfaces free of all trash; debris;
loose, frozen, wet or soft soil; and other undesirable surface materials before
proceeding with work.
8. Soil Remediation:
a. Undercut and remove soft or unstable soils that fail to compact and
replace with acceptable ftll material compacted to density specified in
Section 3.04. Place soil in lifts of 8" loose depths and compact each lift
to density specified when using heavy compaction equipment' and lifts
not more than 4" loose depth for material compacted by hand operated
tampers.b. Before compaction, moisten Or aerate each layer as needed to provide
optimum moisture content. Compact each layer to required percentage of
density for each area classification. Do not place backfill or fill materials
on surfaces that are muddy ,frozen, or contain frost or ice.
c. Place backfill and fill material evenly adjacent to struc'tures' piping or
conduit to required elevations. Carry material uniformly around structure,
piping, or conduit approximately same elevation in each lift'
cEP/o30593 oc35/02200-5 BID SET
K. GRADING
L. CONTROLLED FILL
1. General:
1.
2.
Earthwork contractor shall bring finish grades in line with existing grades.
Earthwork contractor shall remove all excess topsoil from site and stockpile
only the amount neoessary to complete finish work.
Grade to required profiles, contours, elevations and subgrade levels with
allowances made for depths required for placement of topsoil and construction
of paving, and existing floor slabs.
a. Lawn and landscaped areas: Finish areas to receive topsoil to within not
more than 0.1 ft. above or below required subgrade elevations.
b. Pavements: Shape surface under pavement to line, grade and cross
section, with finish surface within 1/2 inch of required subgrade elevation.
c. Building slabs; Under building slabs grade smooth and even, free of
voids, compacted as specified, and to required elevation. Provide final
grades with 1/2 inch tolerance when tested with a 10 ft' skaight edge.
Control grading to prevent water from running into excavated areas or
damaging other structures so that entire project is well drained and free from
water pockets. Provide uniform levels and slopes between existing finished
grades shown to be maintained. Round abrupt changes in slopes'
3.
b.
Marriott Representative based upon test results, is sole judge as to when
specified compaction densities have been obtained. Marriott will retain
and pay for the services of a geotechnical engineer to monitor the
earthwork and site preparation. The cost for initial soils testing to
determine if the Contractor's site preparation is satisfactory shall be paid
by Marriott. \Mten retesting is needed to verify that unacceptable site
pieparation has been remedied, the cost for retesting shall be paid by the
Contractor.
Contractor is responsible for correcting at his expense, including costs of
testing, all areas with insufficient compaction.
Place acceptable material in horizontal lifts not exceeding 8" in loose
depth, with each lift extending for entire length and width of each area
being filled. Level material which is frozen or contains frost-
Reduce or increase moisture content of fill by drying or uniform sprinkling
with water, as required to achieve moisture content within 3% of optimum
as required as required for specified degree of compaction.
Disk each layer of fill to break down oversize clods, to thoroughly mix
nonuniform materials, and to secure uniform moisture content, as
required to insure uniform density and proper compaction.
d.
e.
cEP/o30593 oc35/02200-6 BID SET
f. Maintain Cn,u" surface slope to allow runoild to prevent ponding of
surface water. lf surface water ponds, debater as required. Remove all
saturbted or disturbed soil before placing additionalfill material.g. Number of compaction equipment, passes required is dependent upon
degree of compaction specified. Overlap rolling passes as required to
completely cover areas of fill.h. After cuts are made, scariff entire area to 9" depth and compact to
following density for areas listed:
1) Areas Receiving Strustural"Controlled Fill": 95o/o Standard Proctor
Density within 3olo of optimum moisture content.
2) Under Paving Areas: 95: Standard Proc'tor Density within 3% of
optimum moisture content.3) Under Lawn and Unpaved Areas: 90% Standard Proctor Density'
2. Structural "Controlled Fill":
a. Material: Acceptrable materials complying with requirements of Articles
2.0'l and 2.02.b. Location: Place as subgrade under whirlpool and wood deck footers, to a
point 5 feet outside walls of whirlpool wood deck footers and new
retaining wall.c. Construct to grades and for minimum depths required. Undercut existing
grade as required.d. Gompact to 95% of Standard Proctor Density, at moisture content within
3o/o of optimum; maintain specified moisture content until placement of
floor and deck slabs, and obtain Marrioft Representative approval of
method used for maintaining moisture control.
3. Nonstructural "Controlled Fi!|":
a. Construct to grades and for minimum depths indicated. Undercut existing
grade as required.b. Compact grassed and planted areas to 90o/o Standard Proctor Densi$'
FOOTER EXCAVATION
1. Do not disturb bottom of excavation. Fill over excavated areas with concrete.
2. Excavate to allow for inspec{ion, placing and removal of forms, except where
concrete is authorized to be deposited directly against excavated surfaces.
Leave excavation open untilwork has been inspected and approved-
BACKFILL
1. Material: Acceptable Structural "Controlled Fill" material.
2. Remove surface debris and debris in excavation before placing backfill.
M.
N.
cEP/030593 QC3s/02200-7 BID SET
o
material
o
frost.Do not use which is frozen or contains
Allow footers, retaining wall and whirlpool to aftain full design strength before
placing backfill.
Exercise care during placing and compacting operations. Place to prevent
wedging action, eccentric loading, and displacement of alls or structure.
a. use hand operated compaction equipment within 4' of whirlpool and
retaining wall.
b- Where fill is placed along both sides of whirlpool and retaining wall, place
and compact simuhaneously on both sides of walls.
c. Repair or replace, all structure damage occurring during placement and
compaclion operations at not additional cost to Marriott.
Place material in horizontal lifts not exceeding 8" loose depth before
compacting. Leveleach lift before compacting. \Mren using hand compaction
equipment, do not exceed 4" loose depth per horizontal lift'
T. Compact all backfill to 95o/o of Standard Proctor Density within 3% of optimum
moisture content.
O. TRENCHING Al{D BACKFILLING FOR UTILITY SYSTEMS
1. Trench Excavation:
3.
4.
5.
6.
a-
b.
Provide open cut excavation, except short sections may be tunneled if
approved by Maniott Representative and demonstrated by Contractor that
pipe, cable or duct can be properly installe_d, backfilled and compacted.
Excavate to necessary width, depth and alignment for proper material
installation. Cut trench banks as nearly vertical as practicable, but to
safety standards of governing authorities. Stockpile material suitable for
Uactcitling a sufficient distance from banks to avoid overloading and cave-
ins.
Accurately grade trench bottoms to provide uniform bearing and support
for each iipe seaion on undisturbed soil along full pipe length, except for
areas wiere necessary to excavate for bell holes and for sealing pipe
joints. Dig holes and depressions for joints after trench bottom has been
iraded, so pipe rests on prepared bottom for tull length. Remove all
Itones to avoid point bearing. When excavating in rock, provide at least
4 inches of soil cushion on ill sides of pipe and accessories. The use of
3/4" (max) gravel for pipe haunching and embedment shall be acceptable
when it meets the approval of the pipe manufacturer and Marriott
Construction RePresentative.
Remove wet or othenrise unstable or unagceptable material encountered
beyond depths indicated and replace with sand, gravel or concrete.
d.
cEP/030593 oc35/02200-8 BID SET
Excavation ttpurtenanoes: Excavate ror rn.nt"s and similar structures,
to leave 12" minimum clearance between outer surfaces and embankment or
timber uied to hold and protect banks. Fill overexcavation with sand, gravel
or concrete.
Backfilling:
a. Do not backftll until utilities systems have been inspected and accepted
by the Marriott Representative.b. Backfill Materials: Acceptable Structural "Controlled Fill" materials at all
other locations.c. Deposit material in lifts of 8" loose depth before compacting each lift to
95" of Standard Proctor Densi$ within 3olo of optimum moisture content
under paving, and compacting to 90% of Standard Proctor Density under
lawns and planting areas. When using hand compaction equipment place
material in lifis not to exceed 4" loose depth.d. Backfill trenches to top of ground level.
Backfill first 5' outside whirlpool and retaining wall with approved
acceptable clay materialto form an impermeable barrier.
Backfill trenches with concrete where trench excavations pass within 18
inches of footers and that are carried below boftom of such footers or that
pass under whirlpool or retaining wall. Place concrete to level of bottom
of adjacent footers.
Restore ground surfa@, pavements, base courses, and compacted
subgrade disturbed by utilities systems trenching and backfilling work to
their original condition, construction and finishes.
P. EROSION AND SEDIIUENT CONTROL
1. Provide during construction until permanent pavement, plantings and
restoration of natural areas is effective in controlling erosion at site.
2. Plan and execute construction by methods to control surface drainage from
cut, fill, borrow and grading areas.
Minimize amount of bare soil exposed at one time.
Schedule operations so ground surface will be disturbed for shortest
possible time before permanent construction is installed.
Maintain large areas as flat as practicable to minimize soiltransport
through surface flow.
\A/here steep slopes or abrupt grade changes occur, installtemporary
diversion berm or dike at top of slope to direct water flow to a control
point to be transported downslope in a drain. In all cases, do not allow
water to flow uncontrolled down slopes.
3. Slope Drains: Construct pipe, fiber mats, rubble, portland cement concrete,
asphaltic concrete, plastic sheets, or similar materials approved by Marriott
Representative. lnstallto convey water down slopes, complete with apron at
2.
3.
g.
e.
f.
a.
b.
c.
d.
cEP/030593 QC35/02200-9 BtD SET
oo
top to direct water into the drain and to anchor it in place and stone or rubble
placed at outlets to prevent scouring of soil.
4. Ground Cover: Protect all exposed soils sloping 7o/o or greater until
construction of permanent surfaces begins.
a. Use straw or other mulches, stone base, plastic sheets, fiber mats, or
other effective erosion treatments approved by Marriott Representative.
b. Install permanent grass and other landscape plantings and materials,
including mulching or hydroseeding for use as stabilization; maintain until
ground cover planting is effective for erosion control.
5. Sediment Baniers:
a. Install at all locations where water flows from construction areas,
including entire perimeter of construction areas where ground slopes
outward and at drainage structure inlets. Maintain around drainage
structures until start of final subgrade preparation.
b. Arrange to create ponding behind barriers; remove accumulated
sediments and maintain ponding capacity during construction.
c. Sediments shall be removed from flowing water by filtration. Primary filter
media may consist of silt trenches utilizing anchored sediment drainage
fabric, straw bales or crushed stone staked or otherwise held securely in
place, or other filtration media approved by Marriott Representative'
6. Repair washed and eroded areas; re-establish grades to required density,
elevations, Profiles and contours.
A. CLEANING
1. Transport trash, debris, surplus and unacceptable soil materials from project
site and legally disPose of them.
Z. Remove temporary shorings, bracings, erosion controls, and other protection
devices when no longer required, but do not remove protection devices
without approval of or until directed by Marriott Representative or governing
authorities having jurisdiction at project site.
END OF SECTION
cEP/030593 QC35/02200-10 BID SET
sEcTtoN 02510
SITE CONCRETE
A. RELATED DOCUiIENTS
1. General Conditions apply to this Sec{ion.
B. INTERPRETATION AND CORRECTION
1. Remove existing paving ftom around outdoor pool and adjacent tenace areas.
2. Prepare surface for new Paving.
3. New paving with aggregate finish.
4. New sloped terace at new retail entrance'
5. Continuous footers and retaining wall.
6. Footers for new fence Posts.
7. Footers for tennis deck Posts.
8. Stair nosing
9. Rigid insulation (Alternate) use only if snow metting is being provided.
C. QUALITY ASSURANCE
1. American Concrete Institute:
a. ACI 211.1. - "selecting Proportions for Normal, Heavyreight, and Mass
Concrete."b. ACI214 - "Evaluation of Strength Test Results of Concrete."
c. ACI 315 - "Detailing of Concrete Reinforcement."
d. ACt 318 - "Building Code Requirements for Reinforced Concrete."
e. ACI 347 - "Recommended Practice for Concrete Formwork."
2. American Society for Testing and Materials:
a. ANSUASTM A185 -'Welded SteelWire Fabric for Concrete
Reinforcement."b. ANSI/ASTM A4g7 - 'Welded Deformed Steel\Mre Fabric for Concrete
Reinforcement."
cEP/030593 QC35/02510-l BID SET
oo
c. ASTM A615 - "Deformed and Plain Billet-Steel Bars for Concrete Test
Specimens in the Field.d. ANSI/ASTM C31 - "Making and Curing Concrete Test Specimens in the
Field."e. ASTM C33 - "Concrete Aggregates."f. ASTM C39 - "Compressive Strength of Cylindrical Concrete Specimens."g. ASTM C94 - "Ready-mixed Concrete."
h. ASTM C143 - "Slump of Portland Cement Concrete."i. ASTM C156 -'Water Retention by Concrete Curing Materials."j. ASTM C173 -'Air Content of Freshly Mixed Concrete by the Pressure
Method."k. ASTM C260 - "Air-entraining Admixtures for Concrete."l. ASTM D1751 - "Preformed Expansion Joint Fillers for Concrete Paving
and Structural Construction (Non-extruding and Resilient Bituminous
Types)."
3. Mock-Up:
a. \Mere exposed aggregate paving is to be used, submit 12" x 12"
samples of exposed aggregate finish for Marriott approval of stone size,
coloration and tYPe.b. Construct 3'-0" x 3'-0" expose aggregate finish slab at job site for Marriott
Representative's approval.c. Accepted finish, pattern and color shall be the criteria for acceptance of
exPosed aggregate work.
D. FORM MATERIALS
1. Flatwork: Wood or Steel of heights to the full depth of the finished work.
2- Vertical surfaces:
a. APA Exterior Plyform BB with a medium density, smooth' hard, fused
resin fiber overlaY, or metal forms'
b. Form Ties: Approved by Marriott Representative' Wrere used in
connection with exposed concrete surfaces, ties shall be of a type that
can be either entirely withdrawn or partly left in the concrete when the
forms are removed and will leave the holes clean cut of practically the
same size as the metal removed, without fractures, spalls, shallows,
depressions or other disfigurations'
c. Form Oil:1) "Eucoslip" - Euclid Chemical Co., Cleveland, OH (216) 631-0226.
2) "Form Coating" - Nox-Crete Chemicals, Omaha, NB (402) 341-
2080.
cEP/o30593 QC35/02510-2 BID SET
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TATERIALSE. REINFORCING
1. Bars: ASTM A615 Grade 60.
2. Welded \Mre Fabric: ASTM A185. Deformed type conform to ASTM A497;
supply wire in sheets.
3. Reinforcing Accessories: Conform to Concrete Reinforcing Steel Institute
Manual of Standard Practice. Include spaoerc and chairs with plastic tipped
legs, ties and other devices neoessary for properly assembling, placing,
spacing and supporting forms and reinforcement in place.
4. Manufacturing:
a. Dayton Superior Corp., Miamisburg, OH (513) 866-0711.
b. Heckman Building Products, Inc., Chicago, lL (800) 6214140.
c. Hohmann & Barnard, Inc., Hauppauge, NY (516) 234-0600'
d. Richmond Screw Anchor Co., Inc., Ft. Worth, D( (817) 284,4981.
e. Superior Concrete Accessories, Inc., San Diego, CA (714) 452-9000.
F. CONCRETE MATERIALS
1. Cement:
a. Portland cement: ASTM C150 Type 1 or type 1/11.
b. High-early Skength Portland Cement ASTM Cl50, Type lll.
2. Aggregates:ASTM C33.
a. Fine aggregate shall be natural sand, or sand prepared from stone or
gravel. Grains shall be clean, hard, durable, uncoated and free from silt,
loam and clay.b. Coarse aggregate shall be crushed stone, gravel, or other approved inert
materials of similar characteristiqs, or combinations thereof, having hard,
strong, durable pieces free from adherent coatings, Maximum size of
pieces shall be 3/4' to #4 except for footings, which may be 1-112". The
maximum size of aggregate may also be not larger than one fifth of the
narrowest dimension between forms, nor larger than three fourths of the
minimum clear spacing between reinforcing bars.
3. Water: Clean and free from iniurious amounts of oil, acids, satts, organic or
other deleterious matter.
4. Air-Entrainment:
a. Use air-entrained concrete for exterior exposed concrete including stairs,
paving, retaining wall, etc. where minimum daily temperatures are
expected below 38" F during pouring or subsequent 38 day curing period.
cEP/030593 QC35/02510-3 BID SET
oo
b. Proportion air-entraining concrete to attain minimum 28 day compressive
strength specified.c. Total air-entrained in concrete shall be not less than five percent nor
more than seven peroent volume of concrete.d. Air-entraining shall conform to ASTM C260.
5. Admixtures:
a. May be used at contractors option to provide workability at low slumps,
increased compressive strength, retardation or acceleration of the
concrete.b. The cement factor shall not be reduced and changes shall be made in
the other mix proportions to insure the minimum strength requirements.
c. Use of admixtures approved in writing by Marriott Representative. No
additionalexpense to Marriott will be allowed.d. No calcium chloride shallbe used.
6. Exposed aggregate: Screened and washed pea gravel or river stone between
114" and 1l2" in size, graded in accordance with ASTM C136. Clear sealer for
exposed aggregate finish: "Kemiko - Perfectly Clea/'- Empar Corp., Santa
Fe Springs, CA (213) 946-8781.
G. CONCRETE MIXES
1. Concrete shall be homogenous, and when hardened, shall have the required
strength, resistrance to deterioration, durability, water tightness and the
properties as specified. Minimum compressive strength at 28 days shall be
3000 psi for footers, unless otherwise specified on drawings. Minimum 28
day compressive strength for all exterior concrete, except footers, shall be
4000 psi.
2. Slump of concrete:
a. Slabs on ground: 2-112" minimum to 4" maximum.b. Footers and retaining wall: 3" minimum to 5" maximum.
c. Sloping surfaces: not more than 3".
3. Ready-Mix Concrete:
a. Ready-mix concrete shall conform to ASTM C94. The mixing agitation
shall begin within 30 minutes, and the concrete shall be discharged from
the truck within forty-five minutes after the water has been added to the
concrete mix.
cEP/030593 QC35/025104 BID SET
oob. Delivery ticlkets are to accompany each concrete truck and shall be kept
in the job superintendent's file. Delivery tickets must indicate the
following information or be subject to rejection:
Name of Projec{ Date of delivery
Supplier of concrete Brand of cement
Truck identity & ticket serial no. Cement content
Batching time Strength classification
Point of deposit Admixture content
Total amount of water Name of contractor
Weight of aggregate Name of drive
Daily temperature Time loaded & first mixing of
concrete
Number of cubic yards in load Reading of revolution counter
c. Quantity of water used for each batch shall be accurately measured.
H. EXPANSION AND CONTRACTION JOINT MATERIALS
1. Sealed expansion and contraction joints: Filler of nonbituminous rubber or
cork conforming to ASTM D1752. (Other than paving)
2. Non-sealed joints: Filler premolded bituminous type conforming aid ASTM
D1751 such as. (Other than Paving)
a. "Elastlte'- PhiliP CareY,b. "Ftexcell" - Celotex Corp., Tampa, FL (813) 8714811.
c. "Seal Tight Fiber Expanclon Joinf'- W.R. Meadows, Inc., Elgin, lL
(312) 7424501.
3. Paving construction joints: 1/2" treated westem Red Cedar full depth of slab.
4. Joint Sealer: ASTM C920. (Do not use for slabs on grade)
a. 'THC-900" - Tremco, Cleveland, OH (216) 292-5000.
I. CURING MATERIALS
1. Seaters: ASTM C156 and ASTM C309, Type l. Materialshallbecome integral
part of concrete and leave slab tree of residue or film.
a. "Polyseal" - Chem-Masters, Inc., Ghagdn Falls, OH (216) 2474277 'b. "Kure-N-Seal" - Sonneborn Div., Witco Chemical Corp., New York, NY
(212) 605-3652.
cEP/030593 QC35/02510-5 BID SET
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ure-Hard"
J.
c. "G - W.R. Meadows, lnc., Elgin,tL (312) 6834500.
0.006 inch thick, meeting2. Membrane: Opaque-white polyethylene sheet,
requirements of ASTM C171.
STAIR NOSING
1. Allconcrete stairs treads and landings shall have safety nosings, minimum
3/8 inch thick bY 2-1116 inch wide.
2. Nosings: Full width of tread and landing with black non-slip surface, preset
flush with top surface of concrete.
3. Fasten nosings with anchors extending into the concrete 12 inches o'c.
4. Product 'ryVP-2T' with "Tlme Saver Anchotl" - Wooster Products Inc.,;
Wooster, OH (800) 321-4936.
RIGID TNSULATION (Altemate)
1. Extruded potystyrene foam boards 1" Thick, "styrofoam" $M/TG by Dow or
"Formula/' bY UC lndustries.
2. Use 2 - 1" Boards with staggered ioints on top of compacted subgrade.
3. Use only if snow melting is being provided; see specification Section 15750'
HKAMINATION
1. Examine areas in which work is to be performed. Report in writing to Marriott
Representative all prevailing conditions that will adversely affect satisfactory
execution of work. Do not proceed with work until unsatisfactory conditions
have been corrected.
2. Starting work constitutes acceptance of the existing conditions and this
contra-ctor shall then, at his expense, be responsible for correcting all
unsatisfactory and defective work encountered.
SUBGRADE PREPARATION
1. Coordinate with ice melting system (Alternate) as specified in Section 15750.
2. Coordinate with fence footer information found in section 02835.
3. Conform with the requirements specified in Section 02200'
L.
M.
cEP/030593 QG35/02510-6 BID SET
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then compacted with two4. The subgrade shall be thoroughly wetted and
passes of a 500 pound roller.
5. Wtrere concrete paving are to be placed, yielding materialdeflecting more
than 1/2" under a 500 lb. roller shall be removed to a depth of not less than
4" below subgrade elevation and replaced with an approved granular material
which shallthen be compacted as described above.
6. The subgrade shall be in a moist condition when the concrete is placed. In
cold weather the subgrade shall be prepared and protected so as to provide a
subgrade free from frost when the concrete is deposited.
N. FORM CONSTRUCTION
1. Meet the requirements of AGI 347. Installsufficient quantity of forms to allow
continuous progress of the work and so that forms can remain in place at
least 24 hours after concrete placement.
2. Check complete formwork for grade and alignment to the following tolerances:
a. Top of form: Not more than 1/8" in 10 feet.
b. Verticalface: Longitudinal axis not more than 1/4" in 10 feet.
O. PLACING REINFORCEMENT
Reinforcing shall be placed accurately in the position shown on the drawings .
All reinforcing shall be supported and wired securely together to prevent
displacement by construction loads and traffic, or the placing of concrete. For
slabs on grade, supporting pieces of concrete blocks or bricks may be used-
Place wire mesh reinforcing at mid-height of slab unless othenarise indicated.
3. Reinforcement shall be kept clean from oil, dirt and loose mill scale or other
coatings which might destroy the concrete bond. Remove tags and markings
prior to concrete Placement.
4. No concrete shall be cast untilthe reinforcement has been inspected and
approved by the inspector appointed by Marriott Representative and/or local
authorities.
P. CONCRETE PLACEMENT AND FINISHING
- 1. Tamp and consolidate concrete with a suitable wood or metal tamping bar
and the surface shall be linished to grade with a wood float.
2. Finished surfaces shall not vary more than 3/16 inch from the testing edge of
a 10 foot straightedge
1.
2.
cEP/030593 QC35/02510-7 BID SET
3. Contraction Joints: Divide the surface of paving, into rectangular areas not to
exceed 8'-0" each way. (Expansion joints at 16'-0" each way)
a. Cut a groove in the top portion of the slab to a depth of at least one-
fourth of the slab thickness using a jointer or by sawing a groove in the
concrete with a power-driven saw. As soon after placement, as possible
and within 18 hours of placing.
b. Membrane-cured surface damaged during the sawing operations shall be
resprayed as soon as the surface becomes dry.
4. Slab Finishes: ACI 301, paragraph 11.7 and as follows:
1. Float Finish: On stair treads with abrasive nosings.
5. Exposed aggregate finished at exterior paving.
a. Use concrete with a maximum slump of 3".b. Set top of concrete 3/8' to 1/2" below top of forms.c. Strike-off and bull float concrete surface.d. Spread aggregate uniformly so that the entire surface is completely
covered with a laYer of stone.
e. lmmediately embed the aggregate by tapping with a wood hand float, or
darby.f. Final embedding to be done with a bullfloat until all aggregate is covered
with concrete.g. Wait until concrete can carry the load of a workman on knee boards, then
brush the slab lightly with a stiff nylon-bristle broom to remove excess
mortar.h. Fine-spray with water while brushing surface to expose aggregate'
Continue washing untilwater runs clear.
i. Wtren slabs are completely dry (do not use curing compound) and free
from dust, apply two coats of sealer at a rate of 400 to 600 sq. ft. per
gallon per coat.
O. TOLERANCES
1. Horizontal slabs: Finished surfaces true with no deviation in excess of 1/8
inch when tested with a 10 foot straightedge, non-accumulative. No coarse
aggregate showing.
2. Steps:
a. Variation in steps within a flight of stairs: Rise: 1/8 inch, Tread: 1/4 inch.
b. Variation in consecutive steps: Rise: 1/16 inch, Tread: 1/8 inch
cEP/030593 oc35/02510-8 BID SET
R. EXPANSION AND CONTRACTION JOINTS
O r. BA.KF.LL.NG
O 1. Install transverse paving construction joints at returns and 8 feet o.c.
2. Install longitudinal expansion and contraction joints where curbs and paved
areas abut each other, buildings, pads or vertical restraints.
3. Place joint filler, except for Western Red Cedar, with top edge'll4" below the
surface and shall be held in place with steel pins or other devices to prevent
. warping of the filler during floating and finishing. Set top of Westem Red
Cedar 1/16" below top of paving.
4. lmmediately afier finishing operations are completed, round joint edges with
edging tool having a radius of 1/8". Remove concrete over the joint ftller.
5. At the end of the cudng period, clean and fill sealed expansion and
contraction joints with joint sealer. Filljoints llush with concrete surface.
S. CURING
1. lmmediately after the finishing operations, the exposed concrete surface shall
be cured for 7 days by the mat, impervious sheet, or membrane-curing
method.
1. After curing, debris shall be removed and the areas adjoining shall be
backfilled, graded and compacted to conform to the surrounding area in
accordance with the required lines and grades'
U. PROTECTION
1. Protect the completed work from damage untilaccepted. Repair damaged
concrete and clean concrete discolored during construction. Work that is
damaged shall be removed and reconstructed to the entire length between
regutarly scheduled joints. Refinishing the damaged portion will not be
acceptable.
END OF SECTION
cEP/030593 QC35/02510-9 BID SET
sEcTloN 0283s
FENCES
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Posts and pickets to match existing.
2. New metal screening on existing bndng at existing outdoor whirlpool.
3. Concrete Footers, as herein described, are specified in Section 02510
C. SUBMITTALS
1. Product Data: Manufacture/s technical literature wilh installation instructions
for each product sPecified.
2. Shop Drawings:
a. Show dimensions, fencing layout, gauges, finish and size of members
and methods of fastening.
3. Provide coordination drawings where inserts or sleeves are required.
D. MATERIALS
1. For fence: Mild, low carbon steel. Sizes and gauges shall match existing
fence.
2. New metal screening:
a. 20 gauge galvanized steel.b. Pattem: Cane "41" as manufacturerd by Hanington & King; Seattle' WA
(800) 621-3869.c. Size: Fillspace between picketsl bend ends 3/4".
d. Insert screening between pickets and fully weld to sides of pickets.
e. Locate screening at fencing round existing outdoor whirlpool.
cEP/030s93 QC3s/02835-1 BID SET
F.
E. FABRICATION OF NEW FENCE SECTIONS
1. Form to shape and size with sharp lines, angles and arises. Shearing and
punching shall leave clean, true lines and surfaces.
2. Details of assembly and support shall give ample strength and stiffness for
the intended purpose. Install fasteners having a withdrawal strength 3 times
the supported load.
3. Use a through mortise and tenon joint for attaching framing members-
4. Scroll work shall be held in place by collaring and welding.
5. Scroll work shall be secured to main framing by use of rivets and welding.
6. Spacing of posts to match existing.
EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to Marriott
Representative all prevailing conditions that will adversely affect satisfactory
execution of work. Do not proceed with work until unsatisfactory conditions
have been corrected.
2. Starting work constitutes acceptance of the existing conditions and this
contractor shall then, at his expense, be responsible for correcting all
unsatisfactory and defective work encountered.
INSTALLATION
1. lnstall fence in accordance with ASTM F 567 except for more stringent
requirements of manufacturer or these specifications.
2. Post Footer:
a. Drill holes in firm, undisturbed or compacted soil.
b. Holes shall have a diameter equal to four (4) times the diameter of the
post and depth 6 inches deeper than post bottom. Excavate deeper as
iequired for adequate support in soft and loose soils, and for posts with
heavy lateral loads-c. Set post a minimum of 42 inches below surface when in firm, undisturbed
soil.d. Place 3,000 psi concrete around posts in a continuous pour, tamp for
consolidation; see specification section 02510. Trowelfinish tops of
footings, and slope or dome to direct water away from posts.
G.
cEP/030593 QC35/0283s-2 BID SET
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COATINGS
o
H. PROTECTIVE
1. Properly clean ferrous metal, apply one shop coat of best quality rust resisting
clear metal primer and one coat of flat black alkyd resin or acrylic latex
enamel.
2. Field Painting: Finish painting and touch up of primer as specified in Section
09900.
3. Coat framing set against masonry and concrete with asphatt paint.
END OF SECTION
cEP/030593 QC35/02835-3 BID SET
sEcTroN 03300
CAST-IN-PLACE CONCRETE
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Formwork and shoring.
2. Ready-mix concrete materials.
3. Reinforcingmaterials.
4. Vapor barriers.
5. Admixtures.
6. Joint materials.
7. Non-shrink grout.
8. Epoxy mortar binder.
C. QUALITY ASSURANCE
1. Concrete Sub-Contractor Qualifications: Not less than five years experience
in the field of structural concrete work.
2. Testing: Provide testing by an independent Testing Laboratory or the
Contractor may perform his own testing. Take samples during the progress of
the work for determination of slump, air content and compression strength.
a. CompressionStrength:1) Take five rylinders for each day's pour or for each 150 cubic yards,
whichever is less.2) Secure samples in accordance with ASTM C172.
3) Make and cure specimens in accordance with ASTM C31.
4) Test two cylinders at 7 days, and two cylinders at 28 days.
5) A test is considered the average of two and three cylinders.
6) Make additional cylinders when the air temperature is 40oF. or less
or 90oF. or above.
7) The 28-day values will be the criteria for acceptance of the concrete
in the matter of strength.
cEP/030593 QC35/03300-1 BID SET
8) fneiay tests may be regarded as inailve of probable
compliance with the 28-day strength requirements.
b. Slump: Make slump tests for checking consistency of concrete mixture in
accordance with ASTM C143 for each set of test cylinders.
c. The use of testing services in no way relieves the Contractor from
furnishing materials and construction in compliance with the Drawings
and Specifications.d. Concrete cylinder tests will be evaluated by the Marriott Representative in
accordance with ASTM C39.
1) Core concrete as directed by the Marriott Representative if 28-day
test results indicate that concrete strength is not as specified.
2) Plug core holes as specified under "Patching."3) Remove and replace defective concrete as directed by Marriott
Representative at no additional cost to Marriott if coring tests do not
show the strength required as determined by load tests made in
accordance with ACI 318.e. Submit certified laboratory tests and other analysis as deemed
reasonable by Marriott upon request from the Marriott Representative or
Building Official.
f . Pay all expenses of any and all re-inspection, re'testing, re-design and/or
replacement of the concrete work due to failure of concrete to meet
Contract Document requirements, as determined by the Marrioft
Representative.
D. SUBMITTALS
1. Product Data: Provide product data for admixtures, curing compounds,
bonding adhesives, hardeners, joint keys, temporary protection materials and
reinforcing accessories.
2. Design Mix:
a. Submit six (6) copies of mix design for each strength and type of
concrete.b. Determine mix proportions in accordance with "Recommended Practice
for Selecting Proportions for Normal Weight Concrete," ACI Standard 211
or according to ACI 318.
c. Obtain Marriott Representatives review prior to commencing concrete
operations.d. warrant by the submission of the design mix that such mix is totally
representative of the concrete(s) to be supplied and that it meets the
requirement of the Contract Documents'
e. Deviation from the design mix to delivered concrete shall be sufiicient
reason for rejection.
f. Submit new design mixes for review when any change in materials is
required or needed.
cEP/o30593 QC35/03300-2 BID SET
3. Certificate: ttit certified cement mix test r"OoC", each type and run of
cement used in the work indicating whether the material is suitable for the
intended use.
4. Test Reports: Submit in duplicate.
E. DELIVERY, STORAGE AND HANDLING
'l. Deliver and handle materials in a manner which prevents deterioration or
contamination.
2. Store concrete materials in accordance with ASTM C94.
3. Store reinforcing materials off the ground, protected ftom weather, dirt and
grease.
4. Truck delivery ticket shall be accepted and signed by Marriott Representative
prior to unloading and placing of concrete.
F. FORMWORK AND SHORING
1. Performance and Design: Desigh, layout and construct the formwork and
shoring in conformance with ACI 347 and APA V345.
a. The design of the formwork and shoring shall be the sole responsibility of
the Contrac'tor.b. Design for all construction loads.
2. Formwork Materials: Provide forms free from loose knots, warp, or other
defects likely to cause irregularities in the surface.
a. Sides and Bottom: (\A/here needed)
1) APA Exterior Class I Plyform BB, 5 ply, 5/8" thick, plywood.
b. Form Release Agent:1) "Eucoslip" - Euclid ChemicalCompany, Cleveland, OH
(800) 321-7628.2) "Form Coating" - Nox-Crete Chemicals Inc., Omaha, NB
(201) 341-2080.3) "Debond Form Coating" - L&M Construction Chemicals Inc.,
Omaha, NB (800) 362-3331.
G. READY.MIX CONCRETE MATERIALS
1. Cement:
a. Portland Cement: ASTM C150, Type 1 ortype 1/11.
b. High-early Strength Portland Cement ASTM C150, Type ll.
cEP/o30593 QC35/03300-3 BID SET
2. Aggregates:
a. Fine Aggregate: Clean, hard, durable, uncoated natural sand, or sand
prepared from stone or gravelfree from silt, loam and clay conforming to
ASTM C33.b. Coarse Aggregate: Crushed stone or gravel.
1) Provide hard, strong, durable pieces ftee from adherent coatings.
2\ Maximum Size: 3/4" except for footers which may be 1 112".L Not larger than one fifth of the narrowest dimension between
forms.ll. Not larger than three fourths of the minimum clear spacing
between reinforcing bars.
3. Water: Clean and free from oil, acids, salts, organic or other deleterious
matter and conforming to ASTM C94.
4. Ready-Mix Concrete:
a. Read-mix concrete conforming to ASTM C94 is acceptable.
1) Only begin mixing agitation within 30 minutes afier adding water.
2) Discharge concrete from the truck within forty-five minutes after
adding water.b. Provide delivery tickets to accompany each concrete truck.
1) Keep tickets on site in the job superintendent's file.
2') Indicate the following information on delivery tickets (subject to
rejection):
Name of project
Supplier of concrete
Truck identity & ticket
serial number
Batching time
Point of deposit
Total amount of water
Weight of aggregate
Daily temperature
Number of cubic Yards in
load
c. Quantity of water used for each batch shall be accurately measured.
Date of delivery
Brand of cement
Cement content
Strength classifi cation
Admixture content
Name of Contractor
Name of driver
Time loaded & first
mixing
of concrete
Reading of revolution
counter
cEP/030593 QC35/03300-4 BID SET
5. Concrete MiO
a. Minimum compressive strength at 28 days (fQ: 3000 psifor interior
concrete.b. Slump of Concrete:1) Slabs on Grade: 2-112" minimum to 4" maximum.
2) sloping Surfaces: 3" maximum.c. Provide a homogenous concrete mix that will produce the required
strength, resistance to deterioration, durability, and water tightness.d. Limit water/cement ratio to maximum of 0.46.
H. REINFORCING II,|ATERIALS
1. Reinforcing Bars:
a. ASTM A615, Grade 40 and ASTM A305.b. Welded reinforcing (bars smaller than No. 11): ASTM A615, Grade 40.c. Provide reinforcing steel bars, as indicated on drawings, thoroughly
cleaned of loose mill scale, loose flaky rust, oil, and all coatings that will
destroy or reduce the bond.
2. Wre:
a. Welded \Mre Fabric: ASTM A185, provide in sheets.b. Perform welding in accordance with applicable provisions of AWS D12.1
"Recommended Practices for Welding Reinforcing Steel, Metal lnserts,
and Connections in Reinforced Concrete Construction."
3. ReinforcingAccessories:
a. Provide spacers, chairs, ties and other devices necessary for properly
assembling, placing, spacing and supporting reinforcement conforming to
CRSI Manual of Standard Practice.b. Provide plastic tipped legs for accessories exposed to view.
l. VAPOR BARRIERS (Slab on Grade)
1. Water-VaporBarrier:
a. Polyethylene film conforming with ASTM E154.b. Thickness: 6 mil.c. Exercise extreme care not to puncture membrane. Do not drive stiakes
through the membrane. Devise means for placing the concrete that will
not damage or displace the water-vapor banier.
cEP/o30593 QC35/03300-5 BID SET
J. ADMIXTURES o
2. Admixtures conforming to ASTM C260 or ASTM C494 may be used to provide -workabilig at low slunips, increased compressive strength, *9tq]lt; i -
-
. : Oacceleration of the concrete only if there is no additional cost to Marriott and if
approved in writing by the Marriott Representative.
a. lf approved, do not reduce the cement factor. Make changes in the other
mix proportions to insure the minimum strength requirements.b. Do not use Calcium Chloride.c. Do not use admixtures containing thiocyanates or more than 0.05%
chloride ions.
K. JOINT MATERIALS
1. Sealed Joints: (Next to existing slabs, columns and walls)
a. Filler: Nonbituminous rubber or cork conforming to ASTM D1752.
b. Sealer: "THC-900'with primer conforming to ASTM C920 - Tremco;
Cleveland, OH (216) 292-5000.
c. Joint Width: Maximum 3/8".
d. Hold filler 114" back from surface of finished concrete.
e. See Section 07900 for installation of sealant'
L. CURING MATERIALS
1. Sealers:
a. Comply with ASTM C309, Type 2, liquid membrane. Material shall
become an integral part of concrete and leave slab free of residue or film.
b- Manufacturers:1) "Polyseal" - Chem-Masters Corporation; Chagrin Falls, OH
(216) 2474277.
2) "Gure-Hard" - W.R. Meadows, Inc.; Elgin, ll (312) 6834500.
3) "Kure-N-Seal" - Sonneborn Building Products; Minneapolis, MN
(612) 835-3434.
2. Membrane: Polyethlene sheet, 0.006 inch thick, meeting requirements of
ASTM G171.
M. NON-SHRINK GROUT
1. Premixed non-metallic formula having the following characteristics:
a. ASTM C827: No shrinkage after placement or expansion after set'
b. ASTM C109: One day compressive strength of 3000 psi, minimum.
c. ASTM C191: Initialset time of not less than 45 minutes.
o
cEP/030593 QC35/03300-6 BID SET
o
2. Products:
a. "Non-Ferrous, Non-ShrinK'- Burke Company; San Mateo, CA
(415) 349-6700.b. "Supr€me Grouf'- Gifford-Hill & Co., Inc., Dallas, TX
(214) 258-7000.c. "Crystex" - L&M Construction Chemicals Inc.; Omaha, NB
(402) 45&6608.d. "sonogrout G.P.'- Sonnebom Building Products, Minneapolis, MN
(612) 835-3434.e. "Five Star Grouf'- U.S. Grout Corp., Fairfield, CT
(203) 336-7900.
3. Location: For setting reinforcing bars in drilled holes in face of existing slabs.
N. EPO)ff MORTAR FOR PATCHING
1. Primer: Neat epory resin.
2. Mortar Patch Material: One part epo)ry resin and three parts of aggregate by
volume.
3. Product:
a. "Flexoctote" - Dural Intemational Corp., Deer Park, NY
(s16) 586-1655.b. "Euco Poly Patch" - Euclid Chemical Co'; Cleveland, OH
(216) 531-e222.c. "Epopatch" - L&M Construction Chemicals Inc.; Omaha, NB
(402) 453-6608.d. "sonopatch" - Sonneborn Building Produc'ts; Minneapolis, MN
(612) 83s-3434.
O. FORMWORK INSTALLATION
1. Construct to line, level and grade.
2- Make tight and brace to prevent displacement under vibration or sagging
between suPPorts.
3. Construct forms for ready removalwithout hammering or prying against
concrete.
cEP/030593 QC35/03300-7 BID SET
P. VAPOR RETARD
o
ER
1. Place vapor retarder sheeting with longest dimension parallel with direction of
pour after completion of releveling and tamping of existing granular base fbr
slabs on grade.
2. Do not puncture vapor retarder.
3. Lap joints 6 inches away from direction of pour and seal with appropriate
tape.
O. PLACINGREINFORCEMENT
1. Place concrete reinforcement in conformanoe with ACI 318 and ACI 315.
2. Place reinforcement accurately in the position shown on the shop drawings.
a. Support and wire reinforcing securely together to prevent displacement by
construction loads and traffic, or the placing of concrete.
b. For slabs on grade, support cubes of precast concrete may be used.
c. Bend reinforcing without heating in a fabrication plant.
d. Do not place concrete untilthe reinforcement has been inspected and
approved by local authorities and the inspector appointed by Marriott
Representative.e. Set so that minimum coverage of concrete is 1 112".
3. Unless permitted by the Engineer, do not bend reinforcement partially
embeded in hardened concrete. lmproperly and/or excessive bent bars shall
be replaced.
R. EMBEDDED ITEMS
1. Firmly and securely fasten in place and attach to formwork or reinforcing
items to be embedded in the concrete, including sleeves, inserts, anchors,
hangers, and fastening devices.
S. PREPARATION
1. Thoroughly clean and wet forms just prior to placing concrete.
2. Securely tape and seal form joints to prevent leakage and loss of fine grout
during placement of concreie.
3. At steam rooms and walk-in showers, set drains so that 114" per foot slope is
formed from doorway and walls.
cEP/030593 oc3s/03300-8 BID SET
r. PLAGTN. "on"t=1. Place no concrete in the absence of the Engineer or his repreeentiative who
shall be given one day advance notice of starting time of concrete pour.
Place no concrete until reinforcing steel has been inspected and approved by
the Engineer. Concrete placed without such notice and approval shall be
rejected.
2. Ensure that formwork is complete, free of foreign material, and reinforcement
is securely in place.
3. Convey concrete from mixer to destination as rapidly as practicable and by
methods which will prevent segregation or loss of ingredients.
4. Place concrete in one operation.
a. At steam rooms and walk-in showers; pitch slab 114" per foot from walls
and doonray towards floor drain.
5. Construction Joints:
a. Form and locate joints so as not to impair the strength of the structure.
b. Clean the surface of the concrete and remove laitance where a joint is to
be formed.c. Wet and slush verticaljoints with a coat of wet cement grout immediately
before placing new concrete.d. Do not make horizontal construction ioints in slabs unless approved by
the Marriott RePresentative.
6. Do not allow concrete to drop freely more than 5 feet.
7. \Nhen drop chutes are used, make chute discharge in outside pockets rather
than directly into an oPening.
L Depositing: Place concrete so as to avoid segregation of the materials and the
displacement of the reinforcing. As nearly as practicable, the concrete shall
be dropped in to final position so as to avoid separation of coarse aggregates
from concrete. After the initial set of concrete, the forms shall not be jarred
and no strain shall be placed on the reinforcing.
9. Compaction: Consolidate all concrete by vibration or other approved means
so tfrat the concrete is thoroughly worked around the reinforcement, around
embedded items, and into corners of forms, eliminating all air or stone
pockets which may cause honeycombing, pitting or planes of weakness.
\Nhere a vibrator cannot be used, provide compaction by spading, rodding or
forking.
cEP/030593 QC35/03300-9 BID SET
U. TROWEL FINISH:
1. Begin floating when surface water has disappeared.
2. After floating, begin first trowel finish operation.
3. Begin final troweling when surface produces a ringing sound as trowel is
moved over surface.
4. Final hand-troweling operation shall be free of trowel marks, uniform in texture
and appearance, and with surface leveled to match existing concrete slab.
Extent of troweling shall be minimum neoessary to achieve desired finish.
5. Grind smooth and/or patch surface defects which yrould telegraph through
applied floor covering system.
V. CURING
1. Curing:
a. Protect freshly placed concrete from premature drying and excessive cold
or hot temperatures.
Commence curing when free water has disappeared from concrete
surface afier placing and finishing.
Keep continuously moist for minimum of 7 days.
Begin final curing procedures immediately following initial curing in
accordance with ACI 301. Avoid rapid drying at end of final curing
period.
2. Methods:
a. Moisture-cover Curing:
1) Keep concrete surface continuously wet by covering with water'
2) Continuous water-fog sPray'
3) Cover concrete surfaces and edges with absorptive cover, lapping 4
inches, saturate with water andkeep continuously wet.
b. Moisture-cover Curing:
1) Cover concrete surfaces with moisture-retaining cover placed in
widest practicable width with sides and ends lapped minimum 3
inches and sealed with waterproof tape or adhesive.
2l lmmediately repair any holes or tears during curing period using
cover material and waterproof tape.
c. Curing and Sealing ComPound:
1) Apply curing and sealing compound within 2 hours after final finishing
operations are comPlete.
2) Apply uniformly in continuous operation by power-spray or roller'in
accordance with manufacturer's directions.
b.
c.
d.
cEP/030s93 QC35/03300-10 BID SET
3) n"ct subjected to heavy rainfall witnirOnours after initial
application.
.t:
W. PROTECTION
1. Do not impose construction loads on or remove shoring from any part of the
structure under construction until slab has attained suffcient strength to
support its weight and the loads placed thereon with a sufficient faetor of
safety.
X. REMOVAL OF FORTIWORK
1. Follow ACI 347 regarding stripping, shoring, reshoring and removal of
reshoring.
2. Do not disturb concrete formwork until concrete has cured sufiiciently to be
able to support ib own weight plus a minimum of 20 psf construction load.
3. Form removal requires simultianeous reshoring.
4. Reshoring must remain in place until concrete has attained 28 day design
strength.
END OF SECTION
cEP/030593 oc35/03300-11 BID SET
sEcfloN 03305
CONCRETE FLOOR PATCHING
A. RELATED DOCUMENTS
1. General Conditions apply to this Sestion.
B. WORK INCLUDED
1. Repair, grind and patch non-struc'tural cracks, spalls, low and high spots and
other damage encountered in areas receiving new floor covering.
2. lf structural damage is encountered, proceed as directed by Maniott
Representative.
3. Ensure that floors receiving ceramic or stone tiles are level and flat to within
1/8" in 12'-0'.
4. Fill all abandoned electricaland plumbing holes in slabs.
C. MATERIAL
1, Use epory mortar specifically formulated for patching concrete.
a. "Flexocrets" - Dural, Kirkland, lL (800) 582-6670.
b. "Euco Poly Patch" - Euclid ChemicalCo., Cleveland, OH
(216\ 53'l-9222.c. "Epopatch" - L&M Construction Chemicals Inc, Omaha, NB
(402) 453-6608.d. "sonopatch" - Sonneborn Building Producls, Minneapolis, MN
(612) 835-3434.
D. MIX
1. Mix materials in accordance with manufacturer's printed instructions.
2. Estimate the time required to complete work and mix only the volume of
material that can be placed before the mix begins to set.
cEP/030593 oc35/03305-1 BID SET
E. APPLICATION
'1. Properly prepare and prime surfaces in accordance with manufacturer's
recommendations.
2. Place epory mortar in accordance with manufacture/s recommendations.
3. Produce a smooth, uniform finished surface suitable as substrate for new floor
covenng.
END OF SECTION
cEP/o30593 QC35/03305-2 BID SET
o sEcrloN 04200
CONCRETE UNIT ]IIIASONRY
A. RELATEDDOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Standard Concrete Masonry Units:
a. Hollow Load-Bearing Units:ANSI/ASTM C90, Type 1, Grade N.
b. Solid Load-Bearing Units: ANSUASTM C145, Type 1, Grade N-
c. Size: As indicated on the Drawings.d. Specialshapes: Provide bond beam and other specialshapes and
closers as required to provide compete wall design as indicated on the
Drawings.
C. MORTAR
1. Portland Cement ANSI/ASTM C150, Type l; non-staining type, naturalgrey.
2. Aggregate: ANSilASTM C14,4, naturalsand.
4. Water: Clean, fresh, Potable.
5. Hydrated Lime: ANSI/ASTM C207, Type "S". (Type "NA'and "SA," air
entraining types, are unacceptable).
6. Mix: Proportion by volume, in compliance with requirements of ASTM C270,
Type "S" or tYPe "M".
D. GROUT
1. Grout Minimum compressive strength of 3000 lbs. per sq. inch at 28 days
per ASTM C476.
2. Pea Gravelfor Grout ASTM C404, Table l, coarse aggregate.
3. Grout Mix:
a. 1 part portland cement'b. 1.5 to 3 Parts sand.c. 1.8 parts pea gravel based on a dry loose volume.
O 3. Masonry Cement: ANSI/ASTM C91-
Rr/111389 QC35/04200-1 BID SET
d. [,tinimurn?7.0 sacks of cement per yard.
e. Use Suconem Grout Aid (type 2) admixture
cubic yard of grout.
o
in proportion of 6 lbs. per
f. Water: Sufficient to make a workable mix that will flow into alljoints of
the masonry without separation or segregation.
g. Slump: Approximately 9 to 10 inches, depending on temperature and
humidity conditions.
E. HORIZONTAL JOINT REINFORCING AND ANCHORS
1. HorizontalJoint Reinforcing: Standard ladder design, fabricated ftom
ANSUASTM A82 cold-drawn steel wire, consisting of two continuous 9 gauge
deformed side rods butt welded in same plant to 9 gauge plain cross rod at
16" o.c. maximum; side rods spaced approximately 2" less than width of wall
in which placed.
2. Flexible Anchorage Devices: 2-piece adjustable type consisting of 8" long by
112" wide by 1/8" thick steel anchor section with 3/8" offset and 4" vertical
adjustment, attached to existing construction with a minimum of two 1/4"
diameter anchors, and a triangular or rectangular shaped 3/16" diameter
galvanized wire tie section of appropriate size for anchoring to new
intersecting wall with a minimum penetration of six inches.
3. Finish: ANSI/ASTM A153, Class B-3, minimum 1.30 ounces per square foot
zinc coating, hot diP galvanized.
4- Manufacturers:
a. AA \Mre Products Co; Chicago, lL (312) 586-6700.
b. Baltimore-Birmingham Ty-Wal; Baltimore, MD (301) 552-9500.
c. Dur-O-Wall, lnc; Northbrook, lL (800) 547-6856'
F. REINFORCEMENT
1. Reinforcing Bars:ASTM A615 Grade 60 for bars No' 3 to NO. 18.
a. Fabricate according to ACI and CRSI requirements.
b. Shop-fabricate reinforcing bars which are bent or hooked.
c. Bond Beam and Anchorage of Granite Mantle: use NO. 6 bars.
G. INSTALLATION
1. Lay masonry plumb and level, true to required line, grade, and coursing, with
completelY filled mortar joints.
a. Pattern Bond: running Bond.
b. Center head joints on courses above and below.
Rt/111389 QC35/04200-2 BID SET
2.
,, to tinforced and grouted
to provide minimum clear dimensions required and to provide required
grout coverage for vertical reinforcing bars.d. Keep cavities fiee of mortar.e. Solidly bed webs in mortar where adjacent to reinbrced cores or cells.
Anchoring to Adjacent Construction: Anchor walls at intersection with
adjacent construction suing f,exible triangular or rectangular anchorage
devices.
a. Provide 1 flexible anchorage device at 1st joint above foundation and
below top masonry course, and in intermediate joints at 16" o.c.
vertically. Attach ties to anchor section and extend ties 4" minimum into
new masonry.
Horizontal Joint Reinforcing :
a. Fully embed side rods in mortar for their entire length, with 5/8"
minimum mortar coverage on exterior side of walls and 112" at all other
locations.b. Lap side rods 6" at splices.c. Spacing: Install in 1st joint above foundation, in joint immediately below
top masonry course, and in intermediate joints at 16" o.c. vertically.
\Mere horizontal reinforced beams (bond beams) are shown, use special
units or modiff regular units to allow for placement of continuous horizontal
reinforcing bars. Rest beams on masonry filled solid for two courses below
bearing with grout; bearing shall be a minimum of 6 at new fire place and
16" at opening between aerobics and weights rooms.
Joints: Uniform 3/8" head and bed joints, unless otherwise shown on
Drawings.
Do not furrow bed joints.
Butter ends of masonry units with sufficient mortar to assure fully filled
head joints. Push vertical head joints tight. Slushed head ioints will not
be accepted.
Wedge closures into place with head joints thrown against adjacent in-
place masonry.
Afier becoming 'thumb-prinf' hard, tool exposed-to-view joints smooth
and dense with round, non-staining iointer to provide slightly concave
joints.
6. Grouting:
a. Clean all cells and top of slab of mortar by hosing cells with suitable
nozzle jet as soon as mortar has partially set.
3.
4.
5.
a.
b.
c.
d.
Rt/111389 QC35/04200-3 BID SET
7.
L
b. Handle t*, nor the mixer to the point ot atit in the grout space as
rapidly as practical by pumping and placing minimum of grout splatter
on masonry unit surfaces not being immediately encased in grout.
Do not disturb masonry units after they are set into position and mortar has
started to harden. Remove mortar completely and replace with fresh mortar
where adjustment must be made after mortar has started to harden.
Granite Mantle: Coordinate with specification Section 04400.
END OF SECTION
Rl/111389 QC35/04200-,4 BID SET
sEcTroN 044qt
STONE, EXTERIOR AND INTERIOR
A. RELATED DOCUMENTS
1. General Conditions apply to this Section
B. WORK INCLUDED
1. Granite at fire place:
a. Hearthb. Mantle
2. Exterior/lnteriorRubbleStone.
a. All attachment members and anchorage items required to secure granite
and Rubble Stone in its intended locations.
C. SUBMITTAUS
O 1. Shop Drawings:
a. Indicate pertinent dimensioning, layout, anchorages, construction details,
joint thickness, method of installation, adjacent construction, and sizes of
granite and rubble stone units.b. Submit granite and rubble stone supplier's installation instructions and field
erection drawings.c. Samples:1) Submil two sets of granite, 18 inc. by 18 in. in sufficient number to
indicate the full range of color, texture and finish to be supplied. One
of each of the duplicate samples approved by the Marriott
Representative will b€ retained by him, the other being retumed to the
granite supplier for his guidance.
2') Anchors: Two of each type to be incorporated in the work.
3) Manufracturer's recommsnded granite cleaning agent and application
procedure.
4) Samples of color mortar, indicating varying shades of color closely
matching the color of granite.
5) Rubble Stone Sample: Match existing in @lor, size and teliluro.
cEP/030593 oG35/04400-1 BID SET
D.STANDARDS
1. The applicable provisions of the following standard publications shall apply
throughout the work:
a. Building Stone Institute: "Recommended Prastices for the Use of Natural
Stones in Building Construction".b. National Building Granite Quarries Association, Inc. [NBGQA]:
"Specifi cation for Architectural Granite".
QUALIFICATIONS
1. Fabricator: A firm having an annual rated production capacity to deliver the
material to the project site on schedule wilhin a time limit established by the
Marriott Representative as required to assure no delay in the progress of the
work.
2. Installer: A firm with a minimum of five years successful experience in the
erection of stone work.
DESIGN CRITERIA
1. The method of erecting, installing and anchoring of all stone work shown on
the Drawings is diagrammatic only and is not to be used for the purpose of
bidding or construction. lt shall be the responsibility of the Contractor to
design and guarantee the structural support, the permanent anchorage and
the watertight sealing of all stone work. The installation shall be designed to
allow for expansion, contraction, and differential deflection of supporting
building structure. Allfastenings into stone, such as plates, bolts, inserts and
anchors shall be type 304 stainless steel of the shapes and sizes required for
project specifi c installation.
Z. Design, fabricate and install stone work to withstand inward and outward wind
pressures as shown on the Drawings.
Design and calculations for stone anchor system design shall be based on a
miniium safety factor of five for aspects related to granite strength and
anchor strength in masonry or concrete. Design shall be by a Professional
Engineer registered in the Commonwealth of Massachusetts, who shall certiff
the design and his comPutations-
Allowable stresses in stainless steel anchor elements shall not exceed the
following:
a. Tension, bending...........0.6 Fy
b. Shear......................0.4 Fy
c. Compression................Follow AISC Spec. Requirements
E.
F.
3.
4.
cEP/o30593 QC35/04400-2 BID SET
G.
1.
2.
5. Stone elemerlf,"n be anchored to withstand " Of temperature variation of
125 degrees F.
SHIPPING AND HANDLING
Packing and Loading: Finished granite and Rubble Stone shall be carefully
packed and loaded for shipment using all reasonable and customary
precautions against damage in transit. No materialwhich may cause staining
or discoloration shall be used for blocking or packing.
Site Storage: Upon receipt at the building site or storage yard, the stone shall
be stacked on timber or platforms at least 4 in. above the ground, and
extreme care shall be taken to prevent staining during storage. lf storage is
to be for a prolonged period, polyethylene or other suitable plastic film shall
be placed between any wood and finished surfiaces, and shall be plugged
during freezing weather to prevent the accumulation of water. Salt shall not
be usld for melting of ice formed in Lewis holes or on pieces, or for any
purpose involving its epntact wtth the stone.
3. Defective Stone: Any piece of stone showing flaws or imperfections upon
receipt at the storage yard or building site shall be referred to the Maniott
Representative for determination as to responsibility and decision as to
whether it shall be reiected or redressed for use.
ENVIRONMENTAL REQUIREiIENTS
1. During freezing or near freezing weather, provide equipment and cover to
maintlin a minimum of 40oF [4'C] and to protect stone work completed or in
progress.
2. At end of working day, or during rainy weather, cover stone work exposed to
weather with waterproof coverings, securely anchored.
3. Maintain materials and surrounding air to a minimum 50'F prior to, during and
48 hours after comPletion of work'
GRANITE AND RUBBLE
1. Stone shall be of good quali$, sound, free from cracks and defects, seams or
start which may impair its structural integrity, durability, appearance or
function. Inherent variations characteristic of the quarry from which it is
obtained will be acceptable. Color, texture and finish shall be within the range
of samples approved by the Maniott Representative'
cEP/030593 QC35/04400-3 BID SET
2. All stone shall be obtained from quarries having adequate capacity and
facilities to meet the specified requirements. Cutting and finishing shall be
done by a firm equipped to process the material promptly on order and in
strict accordance with specifications. Evidence to this effect shall be provided
by the Granite Supplier.
3. Stone Finishes:
a. Granite Mantle shall have a "Flame" cut finish.b. Granite Heath shall have a polished finish.
c. Rubble Stone shall match existing.
4. Dimensions:
a. All granite shall be accurately cut to the sizes, shapes and details shown
on the Drawings.b. The maximum variation for "Flame" finish granite shall be 1/8 in.
c. The maximum variation for "Polished" finish granite shall be 1/16 in.
5. Flatness and Lippage Tolerances:
a. Variation from true plane , of flat surfaces, shall be determined by use of
a 4-foot long straightedge, applied in any direc{ion on the surface.
b. Variations from true plane on face surfaces shall not exceed the following
for:1) Polished and Honed Finish 3/64 in'
2) Flame finish 3/16 in'
3) Sawn finish 1/8 in.
c. Maximum lippage between adiacent flame finish granite shall not exceed
3/16 in.
6. Beds and Joints:
a. For flame finish granite: 3/8 in. bed for mortar.
b. Sawn edges shall be square cut from the face for the entire thickness of
stones.c. Rubble Stone shall match existing.
7. Backs of Pieces: Backs of all pieces shall be sawn to approximately true
planes with a maximum variation of 3/8 in. in thickness from that indicated.
8. Incidental Cutting and Drilling:
a. \A/here thickness permits, all stone weighing over 100 pounds shall have
Lewis holes for lifting. Lewis holes shall extend no closer than 2 in. from
the finished face and will not be permifted on exposed surfaces. NOTE:
Lewis holes will not be permitted on 2 in' thick granite panels.
cEP/o30593 QC35/044004 BID SET
J.
b. Holes and sinkages for anchors, cramps and dowels shall be provided in
accordance with approved shop drawings. Holes for other purposes shall
be provided only when speciftcally shown on the Contract Drawings.
MORTAR IIIATERIALS
1. Cement American Portland Cement conforming to ASTM C150, Types I or ll.
2. Water: Clean and fresh ftom public water system.
3. Sand: Well graded non-staining masonry sand conforming to ASTM G144.
NOTE: Use white silica sand for pointing mortar.
4. Lime: Approved brand of plastic hydrated, such as New England 4X,
conforming to ASTM C207, Type "S". (May not be compatible with
waterproofing and admixture).5. Integral Waterproofing: "Omicron Modarproofing" manufactured by Master
Builders Co., "Hydrocide" manufadrured by L. Sonneborn Sons, Inc.,
"Drycrete" manufactured by C. G. Pardee Co., Inc., or equal as approved by
the Marriott Representative.
6. Integral Color: "Spectrum" as distributed by S.B. Green & Co., Inc.,
Watertown, MA; "Texcolo/'as manufactured by C.G. Pardee Co., Inc., or
equal as approved by the Maniott Representative.
7. Mortar Admixture: Laticrete 3701 by Laticrete International, Inc. or equal as
approved by the Marriott Representative.
FASTENINGS AND ANCHORING DEVICES
1. All clips, angles, anchors, cramps, dowels and other anchoring devices shall
be Type 304 stainless steel, of the types, shapes, and sizes shown on
approved shop drawings.
MORTAR PROPORTIONS AND MIXING
1. Setting mortar for stone not othenrvise mechanically fastened shall consist of 1
part cement, 1 part hydrated lime and 3 parts sand. (Lime may not be
compatible with waterproofing and admixture).
2. Pointing mortar shall consists of 1 part cement, l1n '2 parts sand and
sufficient lime to make as stiff a mixture as can be worked. Add color additive
to acquire the color of mortar approved by the Marriott Representative.
3. NOTE: Add integralwaterproofing and admixture to setting and pointing
mortar in the quantity and manner recommended by the manufacturer.
cEP/030593 QC35/04400-5 BID SET
M.
N.
4. Mortar shall be machine mixed. Cement and hydrated lime may be batched
by the bag. Sand preferably shall be batched by weight, but subject to the
approval of the Marriott Representative, may on certain containers, provided
proper allowance is made for weight per cubic foot, contained moisture,
bulking and consolidation. Shovel measurement shall not be used.
5. Workabitity or consistency of mortar on the board shall be sufficiently wet to
be worked under the trowel. Water for tempering shall be available on the
scaffold at all times. Mortar which has begun to "sef' or is not used within
two and one-half hours after initial mixing shall be discarded. Mortar which
has stiffened due to evaporation within the two and one-half hour period shall
be retempered to restore its workability. Retempering the mortar at the mixer
shall not be Permitted.
JOINT SEALERS
1. Joint Sealers, back-up materials and primers required in conjunction with
stone work is specified in Section 07900.
iIISCELLANEOUS MATERIALS
1. Masonry Cleaning Materials:
a. "Thoro-Clean," Thoro System Products, lnc', Miami, FL 305-592-2081.
b. "Sure-Klean," ProSoCo Inc., Kansas City, KS 913-281'2700.
O. EXISTING CONDITIONS
1. The installer must examine all surfaces and parts of the structure to receive
stone work and notiff the Contractor and Marriott Representative in writing of
any conditions detrimental to the proper and timely completion of the work.
Do not proceed with installation until such conditions have been corrected and
are acceptable to the stone installer.
P. PREPARATION
1. Clean stone prior to setting, leaving edges and surfaces free of dirt or foreign
material. Do not use wire brushes or implements which mark or damage
exposed surfaces.
O. ERECTION AND SETTING OF GRANITE AND RUBBLE
1. All erection and setting shall be done in accordance with the approved shop
drawings. All work shall be erected in a rigid and substantial manner, straight
and plumb, with all horizontal lines level and allvertical lines plumb. Similar
abutiing profiles shall accurately intersect and be in true alignment. Alljoints
shall be uniform and shall be of the size and detail specified or as needed to
match existing.
cEP/030593 QC35/04400-6 BID SET
2. Except as fref specified, allstone shall be "rodaO entirely by concealed
anchoring. devices. All anchoring devices shall be accurately set and
adjusted.'Holes and slots for anchoring devices shall be filled completely with
mortar. Each stone shall be anchored securely in place; anchoring shown on
the Drawings is schematic. The actual method of anchoring shall be detailed
on the shop drawings.
3. As erection progresses, the work shall be fastened securely to take care of all
dead loads, wind loads and forces, and erection stresses. All units and
stones shall have suitable temporary braces, shores, and stays to hold them' in position until permanently secured. All bolts and nuts shall be drawn tight'. and the bolt threads shall be nicked to prevent the nuts from backing off.
4. Under no circumstances shall any stone butt directly against and/or bear
directly upon another unit or stone. Except as otherwise specifically shown
on the Drawings or specified, stones shall not be connected or fastened to
one another.
5. All welding, where required, shall be done in accordance with the
requirements of the Structural Engineer, the current edition of the "Standard
Code for Arc and Gas Welding in Building Construction" of the American
Welding Society [AWS Code], and local, state and federalauthorities having
jurisdiction over the work.
6. Granite elements indicated to be set in mortar shall be set in full horizontal
mortar beds. The face surfaces shall not be smeared with the mortar forced
out of ioints or that used in pointing. No hammering, rolling or turning of
stones will be allowed on the wall. Precautions shall be taken to prevent
seepage of moisture, through or from the beds and joints ,which may cause
discoloration of the exposed surfaces.
7. The setting of patched, chipped, cracked, broken, stained, and othenruise
defective stones will not be permified.
R. GRANITE AT FIRE PLACE
1. Place setting bed mix onto a slightly water dampened concrete substrate
surface. Sefting bed shall be slightly thicker than the required thickness and
parallel to the finish granite sudace.
Z. Apply a dope coat, consisting of cement and water, to the underside of each
granite unit and place into freshly installed setting bed using 3/8 in. by 1/4 in.
deep notched trowel. Tap granite unit lightly to a true surface. Leveling of
granite shallbe done as the setting operation proceeds so that it is not
necessary to disturb the granite units previously set. Grouting shall not be
done until underbed sets and hardens for a minimum of 24 hours.
O 3. Unless othenrvise indicated, granite units shall be set with 1/4 in. joints.
cEP/030593 QC35/04400-7 BID SET
s.
4. Allow granite units to set overnight and then completely filljoints with pointing
mortar. Joints shall be tooled slightly concave. During the tooling of joints,
enlarge any voids or holes and completely fill with mortar. Surfaces of granite
shall be steam cleaned to remove mortar spills from face of granite.
5. Remove and replace granite units which are loose, chipped, broken, stained
or othenruise damaged, or if units do not match adjoining units as intended.
Provide new units to match adjoining units and install in fresh mortar or grout,
pointed to eliminate evidence of replacement.
6. Installer shall advise the General Contractor of proper procedures required to
protect granite from deterioration, discoloration or damage during construction
and until acceptance of the work.
FINISHED SURFACES
1. \Men installed in place, finished surfaces shall show no objectionable visual
distinction in jointing, bedding, plane, color, texture, pattern, and finish. All
units and stone which in the opinion of the Marriott Representative do not
provide the required uniformity shall be removed and replaced with new stone
units to the satisfaction of the Marriott Representative at no additional
expense.
DEFECTIVE SURFACES
1. Alldefective stone including stone damaged or broken during delivery,
storage, handling, or setting shall be replaced with new stone units, except
that minor damages may be repaired when approved by the Marriofi
Representative. Repairs, when approved, shall be completed to the
satisfaction of the Marriott Representative. \Men the repairs to stone are
unsatisfactory to the Marriott Representative, the stone shall be replaced with
new stone. All repairs and all replacements of defective and unsatisfactorily
repaired stone shall be performed at no additional exPense.
CLEANING
Remove mortar splashed or smeared on finish surfaces by hand with
hardwood paddles or other nonmetallic tools. Do not use metal scrapers,
chisels, brushes or abrasive cleaning tools.
Clean new exposed masonry surfaces from top down with solution of non-
staining masonry cleaner and clean water, using stiff fiber brushes. Wet walls
before applying solution and rinse surface with clean water immediately after
cleaning, to remove all contaminants detrimentalto bonding or appearance.
T.
U.
1.
2.
cEP/030593 QC35/04400-8 BID SET
V. PROTECTION
1. Stone shall at all times be protected from drippings, welding spatter and
damage by other trades during construction. \Mtere necessary or direc'ted,
substantial nonstaining wooden or other approved covering shall be placed to
protect the work. Heavy polyethylene film shall be used between stone and
wood. Maintain all protection until removed to permit final cleaning of stone
work.
END OF SECTION
cEP/030593 OC35/0,1400-9 BID SET
c.
sEcfloN 05120
STRUCTURAL STEEL
RELATED DOCU]IIENTS
1. General Conditions apply to this Section.
WORK INCLUDED
1. Structural steel indicated including bracing, plates and bolts.
2. Lintels, anchors and equipment and specialties support for attachment to
structural steel members, or inserted into concrete or masonry.
3. Chandelier supPort fiaming.
4. Fabrication, erection and allconnections.
5. Metaldecking.
6. Shop and field Painting.
SUBMITTALS
1. Shoring and Bracing Design:
a. Submit design and construction drawings for temporary shoring and bracing
prepared and sealed by a structural engineer (P.E.) licensed in the state
where the project is located.b. Submit signed and sealed design calculations prepared by the structural
engineer designing the temporary shoring and bracing.
2. Shop Drawings:
Show fabrication for all component parts of structure.
Show construction or item being supported.
lndicate material, type, size and weight of members.
Show type and location of shop and field connections.
Welding:1) Show type, size and extent of all welds and welding sequenoe'
2) Use welding symbols adopted by American Welding Society.
Provide setting drawings, templates, and directions for the installation of
anchor bolts and other furnished itenrs to be installed by others. Veriff
proper installation.
Review:1) Marriott and consultants review will be fore size, arrangements of
principal and auxiliary members, and strength of connections.
a.
b.
c.
d.
e.
t.
g.
cEP/022595 QC35t05120-t BID SET
2) VerificationAf the accuracy of dimension" "nO?ror.
in dimensions
shown on Shop Drawings shall be the sole responsibility of the
Contractor.
3. MillTest Reports;
a. Submit certified test reports of structural steel, cast steel, steel forgings, and
rivet steel certiffing compliance with specified requirements.
b. Include names and location of mills and shops and analysis of chemical and
physical properties of steel.c. Do not install a structural metal untilthe mil! test reports have been
submitted and reviewed by the Marriott Representative.
4. Certificates: Manufacturer's certification that bolts, nuts, and filler metal for
welding comply with specified requirements.
5. Erection Methods:
a. Submit description of methods and sequence of erection.
b. Submit description of type of equipment proposed for use in erecting
structural steelwork.c. Submission and review do not relieve Contractor of his responsibility for
providing proper methods, equipment, workmanship, or safety precautions.
6. Welding Procedures: Submit written welding procedures to the Marriott
Representative and inspector according to the AWS code paragraph 5.1.2.
T. Painting Certification: Submit certification that pre-paint cleaning and painting of
steel comply with the requirements specified.
B. Notification: \Mthin seven (7) days of the award of contract, submit the name and
location where the structural steel is to be rolled and where it is to be fabricated.
D. OUALITY ASSURANCE
1. Reference Standards: Applicable requirements of latest standards and
specifications referenced herein apply to the work of this Section-
a. Fabrication and Erection: American Institute of Steel Construction (AISC)
Specification for Structurat Steel Buildings and all subsequent amendments.
b. welding: Applicable provisions of the American welding Society (AWS)
StructuralWelding Code, AWS D1.1.
c. Steel Shapes and Grades: American Society for Testing and Materials
(ASTM).d. Painting: Structural Steel Painting Council (SSPC).
cEPt022595 QC3sr05120.2 BID SET
o
Requirements:2. Welding
e. Welders Qualifications:1) Previously qualified by test as prescribed in American Welding Society
(AWS) Standard Qualification Procedure, 83.041 to perform the type of
work required.
2') Shop welding operatorc continuously employed as welders may be
accepted on the basis of satisfac'tory reports dated not more than 2
years prior to award of this contract.
3) All others must be requalified in accordance with AWS procedures.
4) Welding operators requalified on the job must use equipment that will be
used during construction, under the direct supervision of an inspecting
service.b. Weldmentldentification:
1) Assign welders an identiffing symbolor mark.
2) Mark or stamp each weldment completed by welder with his own
identification.3) Maintain a record of welders employed, date of qualification and symbol
or identification mark assigned to each.
c. Welding EquiPment:1) Provide welding equipment of sufftcient capacity and maintained in good
working condition, capable of adjustment in full range of current settings.
2l Provide welding cables of adequate size for the currents involved.
3) Ground equipment so as to ensure proper machine operation.
3. Fabricator shall have a minimum of five years documented experience in
fabrication of metal framing.
E. DELIVERY, STORAGE AND HANDLIiIG
1. Upon delivery to job site, carefully unload and stack away from extended
moisture conditions such as snow and mud.
2. Store steel so as to prevent distortion of the members or injury to the paint.
Support steel members free of the ground and keep clean.
F. PROJECT CONDITIONS
1. Examination:
a. Examine areas in which work is to be performed. Report in writing to
Marriott Representative conditions that will adversely affect satisfactory
execution of work.b. Do not proceed with work until unsatisfactory conditions have been
corrected.c. Starting work constitutes acceptance of the existing conditions and this
Contractor is the, at his expense, responsible for correcting unsatisfactory
and defective work.
cEP/022595 QC35r051203 BID SET
2. Coordination:
a. Coordinate work with other trades whose work is associated with the work of
this Section.
b. Close coordination and cooperation is required of the fabricators and
erectors of structural steel, and metal deck.
c. Give at least 2 days notice to inspector and Marriott Representative when
the work is ready for field inspeclion.
G. MATERIALS
1. SteelShapes, Bars and Plates: ASTM A36.
2. Light Gauge Steel: ASTM 4570 with G-60 galvanized coating conforming to
ASTM A525 and C955.
3. Structural Steel Pipe: ASTM A53.
4. Structural SteelTubing: ASTM A501.
5. Metal Decking:
a. Design:1) 9116":22gauge.2) | = .021tNs/Ft.
3) S=.068 1N3/Ft.
4) Formed Sheet Width: 24 inch.
5) Side Joints: Lock seam.
6) Type: Corrugated, non-composite'
b. Steel:1) For Galvanized Deck: ASTM A 446, Grade A, G60 coating.
2l For Sheet MetalAccessories: ASTM A 535, galvanized, G60 coating.
c. Primer Paint: Deck manufacturer's standard.
d. Manufacturers: Manufacturers who are members of the Steel Deck Institute
and whose products are listed by Underwriter's Laboratories for fire-rated
assembly are accePtable.
6. Shear Connectors: Cold finished carbon steel bars' ASTM 4108, grade
designations 1010, 1015, l0l7 or 1020.
7. Bolts and Nuts: ASTM A307.
8. Anchor Bolts: ASTM A307, Section lc.
9. High Strength Threaded Fasteners: ASTM A325' ASTM A490.
o
cEP/022595 QC35r05120.4 BID SET
10. Filler Metals for \afnO:
a. Shielded Metal-Arc Welding - AWS A5.l or 5.5 and AWS Codeb. Submerged Arc Welding - AWS A5.17 and AWS Codec. Flux-cored Arc Welding - AWS A5.20 and AWS Coded. Gas-Shielded Welding - AWS A5.20 and AWS Code
1 1. Electrodes:
a. Use matching base metals in accordance with AWS Code 4.l.lTable
b. Use type to produce weld metalwith charac{eristics of steel being welded.
12. Primer Paint: (For ASTM A36 Steel)
a. SSPC Paint 13 for non-exposed steel.
b. Exposed Steel:1) Sinclair Paint Co, Los Angeles, CA 213-268-2511 "15 Chrome Oxide
Primer."2l Dunn-Edwards Corp, Los Angeles, CA 213'771-330, 43-'4 "8100-Rust."
13. Non-Shrink Grout:
a. Premixed non-metallic formula having the following characteristics:
1) No shrinkage afier placement or expansion after set by ASTM C827.
2) One day compressive strength of 3000 psi minimum by ASTM C109.
3) lnitial set time of not less than 45 minutes by ASTM C191-
b. Products: Subject to conformance with the requirements specified, provide
one of the following.1) Burke Company, San Mateo, CA 415-349-7600, "Non-Fenous,
Non-ShrinK'.2) Gifford-Hill & Co Inc, Dallas, TX 214-258-7000, "Supreme Grouf'.
3) U.S. Grout Corp, Fairfield, CT 203-336-7900, "Five Star Grout".
14. Expansion Bolts: "Kwik Bolts" - Hilti Fastening Systems, Tulsa, OK 918-627-
9711, or as approved by Marriott Representative.
H. FABRICATION
1. Fabricate items of structural steel in accordance with current AISC specifications
and as shown in the Contract Drawings.
a. Mark and match all materials for field assembly'
b. Fabricate for delivery sequenoe which will expedite erection and minimize
field handling.
cEP/022595 QC35r05120-5 BID SET
2. Fabricate o""t
"o?"ctions
equivalent in detailto nrtanaards, unless
5.
6.
a.
b.
3.
othenrvise detailed or noted on the Drawings.
Shop Connections: Provide welded or bolted connections.
Field Connections:1) Provide welded connections where detailed or specified.2l Provide connections made with high-strength bolts for other field
connections.3) Final connections may be welded or bolted at the Contractor's option
unless specifically indicated as to type of connection on the Drawings.
Fabricate bolted connections to have minimum capacities as shown in
Tables I and ll, AISC Manual.c. Welding: Use welding techniques and methods for correcting defec{ive work
providing joint details and weldment quality and appearance conforming to
the requirements of the "Specifications for the Design, Fabrication and
Erection of Structural Steel for Buildings" of the American lnstitute of Steel
Construction and the "Structural Welding Code" of the American Welding
Society.d. High Strength and tension control, type of wrenches to be used and
inspection methods for high strength bolts, hardened washers, and nuts
conforming to ASTM A325 and A490.
Lintels
a. Fabricate using steel shapes of sizes noted on the structural Drawings.
b. Provide built-up sections as indicated, with or without separators as required.
1) Provide bolted or welded connections as indicated or approved by
Structural Engineer.Zt Fabricate with angles having their short leg horizontal unless otherwise
approved by the Structural Engineer.
3) Fabricate lintels with a 6" minimum bearing at each end. At new
fireplace and 16" at opening between aerobics and weight rooms.
c. At fireplace lintels shall be 5" x 3112" x 3/8" by 12'-0" long; other lintels are
shown on structural drawings.
Fabricate deck units to sizes and details indicated or specified. Deck units shall
be cut to required length so that end joints will occur on supporting members and
be lapped a minimum of 2 inches. Typical lengths shall extend over 3 or more
spans with end ioints staggered.
lnstall metal decking in accordance with SDl Design Manual manufacturer's
instructions-
Bear decking on steel supports with 2 inch minimum bearing. Align and level.
4.
cEP/022595 QC35r05120-6 BID SET
7. Shop Finishing: (CASTM A36 Steel)
a. Clean steel surfaces in accordance with SSPC-SP3. Use cleaning methods
including power wire brush to assure proper removal of loose mill scale, rust,
oil or other foreign mafter.b. Prime Painting:1) Shop prime all steel surfaces with primer paint specified, except do not
shop prime the following:a) Steelsurfaces within two (2) inches of were field welding or weld
splicing is to occur.b) Steel contact surfaces within two (2) inches of where friction-type
high strength bolted connections are to be used.c) Steel surfaces to receive steeldeck and/or shear connectors
fastened by welding.d) Steel surfaces which are to be solidly encased in concrete.e) Allsteel bearing surfaces.c. Bearing Surfaces Protection: Protect all bearing surfaces, such as columns,
column base plates, etc., against conosion by use of rust-inhibiting coating
that can be easily removed prior to erection or which has characteristics that
make removal unnecessary prior to erection.
FIELD QUALIW CONTROL
1. Provide inspection of all structural steel by an independent inspection and testing
agency.
2. Inspection and Testing AgencY:
Qualifications: Demonstrate to the satisfaction of the Marriott Representative
that the Agency is thoroughly experienced in inspection of steel work and in
judging the quality for steelwork.
Site lnspector's Qualifications:1) Submit a written description of the inspector's experience to the Marriott
Representative for aPproval.2) Inspector shall be under the direct controlof a registered professional
engineer in the employ of the agency.
Field lnspection Requirements; Field inspection includes but is not limited to:
1) Check plates and shapes, bolts, tubing, PiP€, filler materialfor
conformance to the Contract Documents.
2) Check the field bracing.3) Check concrete and masonry anchor and insert conditions.
4) Check vertical and horizontal alignment and setting of bearing plates
and anchor bofb.
5) Msually inspect bolted connections, supplemented by spot checking with
a calibrated torque wrench br tightness in accordance with AISC
recommendations.
Check for proper installation of steel studs according to the AWS Code.
Check application of paint, special coatings, and touch up.
a.
b.
6)
7)
cEP/022595 QC35t05r20-7 BID SET
s) Inspect nto,nn equipment, electrodes, ano ,n?"ri"ls used to make
connections.9) lnspect allwelds visually in the field for conformance to AWS Standards
for structural steel, steeljoists, metal deck and steel studs.
10) Mark each welded joint and connection as accepted or rejected with
inspecto/s mark.
11) Recheck each violation for repair and report correction to the Marriott
Representative. Mark rejected joints and connections accepted after
proper repairs have been made.d. lnspection Reports: Submit an inspector's report for each days inspection not
more than one week after the inspection to the Marriott Representative.
1) Indicate percentage complete of the work, field problems and
corrections, all deviations ftom the Codes and Contract Documents, and
other pertinent information to enable the Marriott Representative to
determine the state and quality for the work. Notiff the Marriott
Representative in writing and report each discrepancy, problem or
violation.2) Upon completion of inspection, submit the Agency's certified final report
bearing the seal of a Registered Engineer in the State stating the "...the
steel work for this job is installed in accordance with the Code, Contract
Documents and accepted practice..."
e. Do not delay the Contractor's work provided the Contractor has given a 48
hour notice to inspect the work.
3. Correct structuralsteelwork, weldments and bolted connections as directed by .-.
the inspector at no additional expense to Marriott and to the satisfaction of the
inspector.
4. Notification and Coordination:
a. Supply the Agency and lnspector with a complete set of Contract Drawings,
Addendum, Revisions, and Specifications and approved Shop Drawings
before the work is started.
b. Familiarize the Agency and Inspector with the Contract Documents, Shop
Drawings, local building code, the AWS Code and the AISC Code.
c. Notify the Agency, within a sufiicient time, before the start of erection of steel
work, so that the inspector may properly schedule the required inspections.
J. INSTALLATION (General)
1. Furnish anchor bolts and templates as required for proper installation of anchor
bolts by other trades.
a. Furnish instructions for setting anchor bolts na bearing plates.
b. Verify that anchor bolts and bearing plates are properly set during the
Progress of the work.
c. Report deviations from AISC tolerances to the Marriott Representative.
cEP1022595 QC35/05120-8 BID SET
2.Furnish, maintain] temove when work is completerfl necessary tools,
cranes, hoists, wekling equipment, straging equipment, End materials required for
erection of the work.
a. Furnish, place, maintain and remove planking, guardrails and other details of
temporary work as required by job conditions and codes goveming as part of
this work.
b. Welding rod ovens are required on this project. Welding will not be
permitted unless all ovens are in working order and used in accordance with
the AWS code.
Install structural steel in accordance with the "Standard Specifications for
Structural Steel for Building" and the "Code of Standard Practice" adopted by the
AISC, current edition.
a. Accurately assemble,plumb and align steetwork to the lines and elevations
indicated on the Drawings within the erection tolerances specified by AISC.
1) Erect individual pieces os that the deviation from plumb, level and
alignment shall not exceed 1 to 500.
2) Erect exterior columns so that the displacement of centerline is not to be
more than 1" inward, nor 2" away from the building line at any point.
b. Cleaning: Clean bearing surfaces and surfaces which will be in permanent
contact before the members are assembled.
c. Connections:1) As erection progresses, securely connect the work to take care of all
dead load, wind and erection stresses'2) Do not make connections or welds until the members have been
properly aligned and plumbed relative to the completed structure and
approved bY the insPector.
3) Splices are permitted only where indicated on the Drawings.
d. Cutting:1) Cutting of openings differing from or in addition to those shown on.
approved shop Drawings is not to be permitted without written approval
of Marriott.2) Do not enlarge holes in members unfairly by burning or by the use of
drift pins. Ream holes that must be enlarged to receive bolts.
3) Field correcting of fabrication by gas cutting shall not be permitted on
any major member in the structural framing without prior approval of the
Marriott RePresentative.e. Setting Base Plates:
1) Clean concrete bearing surfaces and roughen to improve bond.
2) Set loose and attiached column base plates temporarily supported on
steel wedges or shims untilthe supported members have been plumbed
and grouted.
3) Set column base plates level to conect elevations.
4) Tighten anchor bolts afier the supported members have been correctly
positioned and Plumbed.5) Fack non-shrink grout solidly between surfaces and bases or plates to
3.
cEP/022595 QC35/05120-9 BID SET
assure ttausotutely no voids remain. rinis?erposed surfaces, and
allow ample time to cure according to grout manufacilurer's
recommendations.f. Perform stud welding in accordance with AWS Dl.1 Part Vl. Shop and/or
field weld stud shear connectors in accordance with stud manufacturer's
printed instructions.
3. Maintain work in a safe and stable condition at all times during erection.
a. The stability of structure is dependent in part on the diaphragm action of the
floor and roof slabs.b. Provide temporary bracing wherever necessary to support all loads to which
the structure may be subjected including natural forces, erection of
equipment, and oPeration of same.
1) Maintain all bracing and guys untilwalls and slabs are placed and
cured.2l Maintain bracing in place as long as may be required for safety.
3) Coordinate the location of all braces and guys with other trades.
c. During erection, make proper provision and provide adequate bracing to take
care of the loads and stresses resulting whenever piles of material, erection
equipment, or other loads are carried by steelwork.
d. Remove temporary bracing only when no longer required.
1) Removal is the responsibility of this Contractor.
2) Coordinate removal of bracing with the general construction of the
building and the work of other trades.
4. Cleaning and Field Painting:
a. After the completion of erection, again clean unpainted or damaged
steelwork.b. Spot paint all field bolts, welds, and any damaged or unpainted surfaces with
specified primer paint similar to that used for the shop coat-
c. Provide final spot painting resulting in a uniform complete prime coat on all
steel.
END OF SECTION
cEP/02259s QC35/05120-10 BID SET
sEcTloN 05500
IIETAL FABRICATIONS
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
' 1. Brass work at sneeze guard.
2. Access doors.
3. Brass edging for tile.
4. Brass clips at telePhone shelf.
5. Stainless steel liner at omelette station cooking unit and towel drops in Health
Club.
6. Aluminum railing.
C. SHOP DRAWNGS
1. Show complete details, including thicknesses, sizes, types, grades, classes of
metal, finishes, alloy number, connecting and joining methods, reinforcement,
anchorage and installation in relationship to other construction.
D. MATERIALS
1. SteelShapes: ASTM A36.
2. Bolts: ANSI/ASTM A307'
3. Adhesives: 3M Adhesives, Coatings & Sealers Div.; St' Paul, MN
(621) 733-1140.
4. Brass:
a. Alloy: UNS No. C26000 (709o copper and 30o/o zinc).
b. Sheet and Bar: ASTM 836.
c. Seamless Tube: ASTM 8135.
d. Thickness: 0.050 gauge'
e. Finish:
1) Polished at fittings and sneeze guards.
f. Manufacturers:1) Brass Smith Inc.; Denver, CO (800) 662-9595.
cEP/030692 Qc35/o55oo-1 BID sET
3) Soheil Mosun Ltd.; Rexdale, Ontario (416) 243-1600.
4) Ship'n Out Co.; Brewster, NY (800) 431-8242.
5) Lawrence Metal Products Inc.; Bay Shore, L.l. New York (800) 441-
0019.
5. Tempered Glass with Brass Framing: Coordinate with requirements of
Section 08800.
6. Light Fixture at Sneeze Guard:
a. Manufacturer of sneeze guard shall furnish and install fluorescent lighting
strips with brass cover deflectors.
b. Provide all related wiring and switches.
E. FABRICATION AND INSTALLATION OF BRASS WORK AT SNEEZE GUARD
1. New sections of Sneeze Guard shall match existing design.
2. Miter exposed corners and angles.
3. Braze joints tight, flush, smooth, and clean. Grind and finish exposed
surfaces flush and free of weld marks. Make brazes on finished surfaces
indistinguishable from parent metal.
4. Furnish fasteners necessary for proper installation. Conceal fastenings where
possible. Use exposed fasteners of the same material and finish as adjacent
surfaces.
S. Install brass tubing and trim in longest lengths possible with symmetrically
located hairline butt joints. Fasten adjacent pieces using snug fitting steel
splicing sleeve approximately 16" long. Locate exposed screws evenly and
symmetrically at underside of connection.
6. Clean surfaces of fabrications after installation and adjustment. Remove
protective wrappings when work is no longer subject to construction damage.
Remove foreign matter from surfaces.
T. Design joints between moldings, trim, sheets or strips to allow for expansion
without signs of buckling, waving or deformation.
B. Secure decorative hangers, posts and rails with expansion bolts or screws
through a sleeved flange and fittings. Secure escutcheon to ceiling to hide
cut out for hangers.
cEP/030692 QC35/05500-2 BID SET
oF. ACCESS DOORS (AS NEEDEDI
^ '1. Fumish and install aooess doors; coordinate requirements of all trades.v 2. DoorTypes:
a. Doors set into gypsum board shall have a recessed door design to accept
a gypsum board insert.b. Provide UL label access doors where doors are set into rated walls and
ceilings.
3. Fabrication:
a. Frames: Minimum 16 gauge steelwith formed edges and mitered
comers.b. Doors: Minimum 16 gauge sheet Eteel.c. Hinges: Continuous type with strainless steel pins.
d. Locks: Self-latching, cylinder key Upe.e. Primer: One coat of chemically bonded, rust-inhibitive, thermo-setting
acrylic enamel.f. Finish painting: Specified in Section 09900.
4. Manufacturers:
a. Bar-Co Inc.; Enterprise, AL (205) 347-9451.
b.|nryco,|nc.,Mi|corDiv.;Mi|waukee,W(414)383-.4030.c. J.L. Industries; Bloomington, MN (800) 950-0450.
d. Karp Associates Inc.; Maspeth, NY (718) 7U'21O5-
e. Nystrom, lnc.; Minneapolis, MN (800) 447-2635'
G. BRASS EDGING FOR TILE
1. Product: "Ml25D'- Schluter Systems; Plattsburgh, NY (800) 361-3127.
2. Miter corners and angles.
3. Instalt in longest lengths possible with closely fitted and aligned butt joints.
4. Installwith horizontal leg keyed in mortar bed.
5. tnstall true to line without wave or warp. Top edge shall be set flush with
finished tile fioor.
6. Clean and remove any mortar stains.
cEP/030692 QC35/05500-3 BID SET
oH. BRASS CLIPS FOR ETCHED GLASS AT PHONE SH
o
ELF
1. Product No.391, brass, glass clip as manufactured by Soheil Mosun Ltd.;
Rexdale, Ontario (416) 243-1600.
2. Clips shall be designed lor 112" tempered glass specified in Section 08800.
3. For installation/location, see detail on drawings.
I. STAINLESS STEEL LINER AT OMELETTE STATION COOKING UNITS AND
TOWEL DROPS IN HEALTH CLUB.
1. Staintess steel (s/s) shall be type 302 extra low carbon, non-magnetic,
Austenitic 18% chrome, 8% nickel corrosion resistant alloy steel. Sheets shall
be flat, free of all buckles and surface imperfections. Provide #4 polished,
commercial finish.
Z. Liner shall be constructed of #16 gauge s/s with all interior corners rounded to
a 3/4" radius, both horizontally and vertically forming a cove in the bottom.
3. In no case shall soldering be considered as a replacement for welding, nor
shall any soldering operation be done where dependence is based on
strength and stability of the joint'
4. Form top of liner with 1/2" lip as support for removable 3/4" acrylic cover over
cooking units; see Drawings for detaib.
5. Joints between liner and acrylic top shall be sealed with sanitary sealant
specified in Section 07900.
J. ALUMINUM RAILING AT RAMP TO AEROBICS'WEIGHTS ROOMS
1. Design and fabricate railings to resist a load of at least 300 pounds applied in
any direction at any point of the top rail and also a vertical and horizontal
thrust of.50 pounds per linealfoot applied at the top rail. Design to conform
to local and state codes.
Z. Finish railings smooth with flush fittings and connections; follow design profile
shown on Drawings.
3. Engineer handrails and railing systems by qualified professional engineer
tegatty authorized to practice in jurisdiction where Project is located.
cEP/030692 QC35/05500-.4 BID SET
4. Materials:
All components shall be produc'ts manufactured of 6063 Aluminum alloy.
Pipe for aluminum posts and rails shall be Schedule 10 (.109" wall) or
Schedule 40 (.145'wall) pipe of aluminum alloy 6063-T52 and 6063-T832
extruded with special accuracy and surface quality for close match with
system fittings. Outside diameter for nominal 1 11i2" pipe shal! be 1.900".
High Strength aluminum posts shall be fabricated from Schedule 10 or
Schedule 40 drawn pipe of aluminum alloy 6063-T832.
System fittings shall be manufactured of wrought material of the same
composition as the posts and rails. Tee-littings and elbows which are
fabricated from more than one piece shall be of welded construction with
no weld marks visible when the fitting is installed. All surfaces which
mate with system pipe or tubing shall be precisely machined and free
from buns.
Healy duty f,oor flange shall be manufactured of aluminum alloy Almag
35. The reinforcing bar required for the heavy duty floor flange
connections shall be fabricated ftom a solid bar of aluminum alloy 6061-
T6.
All mechanicalfasteners used in the assembly of railing system shall be
of aluminum.
Internally threaded tubular rivets shall be used for tee connections into
pipe or tubing. They shall be of aluminum and shall accept a 114"'20
machine screw.h. SEMS screws or stainless steel round head (Phillips) machine screws
with lock washers, size'|/4" - 20, shall be used with internally threaded
tubular rivets to attach tee-fittings to pipe.
i. Epory Adhesive: 3-M Scotch-Weld Adhesive, EC-2216 B/A, a two-part
epoxy compound,.
\A/hen railing components come in contact with dissimilar metals, surfaces
shall be kept from direct contact by painting the dissimilar metal with proper
primer or paint.
\Men railing components come in contact with concrete (except where the
aluminum is to be embedded in concrete), lime mortar, the exposed aluminum
surfaces shall be given a heavy coat of an alkali-resistant bituminous paint
before installation.
Accessories to include railing system manufacture/s:
Aluminum rail socket or aluminum sleeve 5" deep by 21l2" diameter.
Post collar/escutcheon.
Wall bracket similar to Lulius Blum No. 498; center of handrailto wall is
3".
5.
6.
a.
b.
c.
d.
f.
g.
a.
b.
c.
7.
cEP/030692 QC35/05500-5 BID SET
8. Finishes:
a. Stock components with 204 Rl clear anodized finish are specified, no
further finishing.
9. Manufacturers:
Julius Blum & Co., lnc. Carlstadt, NJ (800) 526-6293.
ArchitecturalArt MFG.; \A/ichita, KA (800) 835-0028.
Crane Veyor Corp.; South El Monte, CA (800) 4234180.
Fabrication:
a. Fabricate handrails and railing systems to comply with requirements
indicated for design, dimensions, details, finish, and member sizes,
including wall thickness of hollow members, post spacings, and
anchorage, but not less than those required to support struc'tural loads.
b. Preassemble railing systems in shop to greatest extent possible to
minimize field splicing and assembly. Disassemble units only as
necessary for shipping and handling limitations. Clearly mark units for
reassembly and coordinated installation. Use connections that maintain
structural value of joined pieces. Clearly mark units for reassembly and
coordinated installation.c. Form simple and compound curves by bending pipe in jigs to produce
uniform curvature for each repetitive configuration required; maintain
cylindrical cross-section of pipe throughout entire bend without buckling,
twisting, cracking, or othenadse deforming exposed surfaces of pipe.
Assembly of railing components shall be performed in strict accordance with
manufacturer's recommendation for assembly'
a. Internally threaded tubular rivets shall be installed in system pipe wall at
all locations where Tee-fiftings are to be attached. Care shall be taken to
see that rivets are properly set without stripping threads.
b. Care should be taken to see that machine screws are completely
tightened when Tee-fittings are mounted on system pipe. Lock nuts or
loik washers shall be used to prevent machine screws from loosening
under repeated loading.c. All splices should be made as near as possible to a post, in no event
more than 12" from the nearest post.
d. All sleeve joints and splices for other than temporary installations shall be
bonded 21t2" into the pipe with epoxy adhesive. Epory shall be mixed
and applied strictly in accordance with the manufacturer's instructions,
and the one-hour pot life of the mix shall be strictly observed. Prior to the
application of adhesive, all surfaces to be bonded shall be thoroughly
cieaned with an oakite solution, rinsed and dried. Care shall be taken to
see that railings are not disturbed during the required curing period os
that epory uonas may develop full strength. Adhesive fastening shall be
a.
b.
c.
10.
11.
cEP/030692 QC35/05500-6 BID SET
supplemented by blind rivets placed as not to break the smooth top
surface of the handrail nor to adversely affect the appearance of the
railing.
12. All work shall be free from blemishes or defects of any type which can affect
durability, strength or appearanc€.
13. Allwork shall be complete in every detail. Finished work shall be approved by
the Marriott Representative before the iob will be accepted.
14. Erection of railing system shall be performed by the fabricator or shall be
supervised by his qualified representative.
15. Posts shall be set in sleeves using epoxy mortar as specified in Section 03305;
center line of sleeves to b€ set 3'from sides of ramp and landing.
16. Set railings so that longitudinal members are parallelwith each other and with
floor surface or slope of ramp.
17. lnstall railings with conterline of members within each railing run in same
vertical plane.
18. Secure handrailto wallwith brackets spaced no more than 5'-0" o.c. and 9"
from ends. Form ends of railings with a 9CP elbow returning to wall.
END OF SECTION
cEP/030692 oc35/0s500-7 BID SET
sEcTloltl 06100
ROUGH CARPENTRY
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Lumber.
2. Sheathing.
3. Pressure Treatment of Lumber.
4. Rough Hardware.
5. Building Paper.
6. Adhesive.
C. SUBMITTALS
1 . Shop Drawings: Show details of fabrication connection and Layout Plans:
a. Give sizes.b. Give spacing.
c. lndicate species and extreme fiber stress in bending (Fb.).
D. OUALIW ASSURANCE
1. Lumber Standards: Comply with Department of Commerce, National
Bureau of Standards, Product Standard 2O and with applicable rules of
the respective grading and inspecting agencies for species and products
indicated.
2. Plywood Products Standards: Comply with PS 1 "Construction and
Industrial Plywood, or applicable American Plywood Association (APA)
performance Standards for type of panel indicated.
3. Douglas Fir (DF): "Standard Grading and Dressing Rules" by the West
Coast InsPection Bureau.
022595tCEP QC35/06100-1 BIDSET
Southern Pine: "Standard Grading Rules by the Southern Pine
Association.
Wood Preservative: FSTT-W-571 , Wood Preservation: Treating Practices
2.01L AWPA Standards.
Certifications:
a. Materials: Submit listing of species and grade selected for each
use. Where dimensional lumber is provided to comply with
minimum allowable unit stresses and submit evidence of
compliance with specified requirements which may be in the form
of a signed copy of applicable portion of lumber producer's
grading rules showing design values for sElected species and
grade. Design values shall be as approved by the Board of Review
of American Lumber Standards Committee.
b. Wood Treatment:
1) Pressure Treatment: Submit certification signed by treating
plant that chemicals and process used and amount of
preservative retained conforms with applicable standards.
2l Water-Borne Preservatives: Submit certification signed by
treating plant that moisture content of treated materials
was reduced to a maximum of 19% for lumber and 15% for
plywood prior to shipment to proiect site.
3) Fire-Retardant Treatment: Submit certification signed by
treating plant that fire-retardant treatment chemical
complies with governing ordinances and will not bleed
through finished surfaces.
DELIVERY, STORAGE AND HANDLING
1. Store lumber and plywood minimum 12" above the ground in a manner
to insure proper drainage, ventilation, and protection from weather.
PROJECT CONDITIONS
1. Coordination: Fit carpentry work to other work; scribe and cope as
required for accurate fit. Coordinate location of furring, nailers, blocking,
grounds and similar supports to allow proper attachment of other work.
4.
5.
6.
E.
F.
a22595lCEP QC35/06100-2 BID SET
G.LUMBER
a.
b.
c.
1.
2.
Provide new, unwarped, and undamaged with each piece bearing its
appropriate grade-trademark. Lumber shall be as shown on drawings;
generaf framing shall be visually graded HEM-Fir #2 or better with a
maximum moisture content of 19% graded by OLMA.
Dimension Lumber:
2 x 2 through 4 x 4 framing: No. 2 gradei Fu=115O psi (single
member use), F,=75 psi.
Non-structural light framing: No. 3 grade; Fb 575 Psi, F,-/$ p31.
2 x 6 through 4 x 16 framing: No 2 grade; Fu=10OO psi {single
member usa), Fr=/$ p51.
Framing members shall be S4S unless otherwise indicated.
Studs, joists blocking, bridging, furring, etc., shall be 2" nominal
thickness, and stripping, grounds, etc., shall be 1" nominal thickness,
unless otherwise indicated. Joists shall be placed with crowns up.
SHEATHING
1. Plywood Sheathing:
a. Structural 1, rated sheathing, meeting the requirements of Product
Standard 1 for the sizes and thicknesses shown on the Drawings.
b. Each panel shall carry the grade mark of the American Plywood
Association.
c. Exterior glue only is acceptable.
PRESSURE TREATMENT OF LUMBER
1. Preservative Pressure Treatment of Lumber:
a. lmpregnate lumber with CCA, conforming to AWPA Standard P5.
Apply the preservative in a closed cylinder by pressure process in
accordance with AWPA Standard C2. Retention of CCA dry salts
shall be 0.25 pounds per cubic foot (oxide basis ) for moderate
service conditions (weather exposure), and O.40 pounds per cubic
foot (oxide basis) for severe conditions (constant contact with
ground or water).
3.
4.
H.
o
L
02259slcEP QC35/06100-3 BID SET
b.Liberally brush cut surfaces, bolt holes and machined areas shall
be with the same preservative in accordance with AWPA Standard
M4. Remove excess moisture where shrinkage is a serious fault
or where treated lumber will be in contact with plaster, or stucco,
and where water-borne treated lumber is to be painted. Lumber
2" nominal and less shall be dried to 15-19% moisture content,
and material to be painted shall have knots and pitch streaks
sealed as with untreated wood.
Products:1) "Wolman Wood Preservative-Green' - Koppers Company,
Inc. Pittsburgh, PA (80O) 556-7737.
Retardant Treatment (FRT) :
Lumber and plywood specified to be fire-retardant treated shall be
pressure impregnated with approved fire retardant to comply with
the requirement for a flamespread of 25 or less with no evidence
of significant progressive combustion when treated for 30 minutes
duration under the standard test method for fire hazard
classification of building materials (ASTM E84). Each piece of
wood shall bear the UL FR-S label, indicating compliance with the
fire hazard classification. After treatment, all plywood and lumber,
2" nominal or less, shall be dried to an average moisture content
ol 19o/o or less.
Fire Retardant Treated {FRT} Lumber: All concealed lumber such
as framing, blocking and plywood.
Products: Provide one of the following products subiect to
conformance with the requirements specified.
1) Lumber:a) "Dricon" - Koppers Company, lnc., Pittsburgh, PA
(800) 556-7737.
b) 'FlameProof LHC" -OsmoseWood Products, Griffin,
GA (800) 522-9663.
2l Plywood: "Exterior Fire-X" - Hoover Treatment Products,
Pine Bluff, AR (5011 247-3511.
Use low hygroscopic material in areas subject to high humidity.
Moisture content of material not to exceed 28 percent as required
by ANSI/ASTM D3201 at 92 percent relative humidity.
c.
Fire
a.
2.
b.
c.
d.
022595/CEP QC35/06100-4 BrD sEr o
J. ROUGH HARDWARE
1. Comply with NFoPA National Design Specifications.
2. Nails:
a. Common wire.
b. Plywood Sheathing: Preformed shank nails.
c. Use galvanized nails for exposed framing and exterior sheathing
materials.
3. Bolts: ASTM A307, squaro or hexagonal head machine bolts with
matching nuts and cut washers as indicated.
4. Lag Bolts and Screws: Galvanized conformingto FederalSpecification FF-
8-588 of sizes shown or noted on Drawings.
5. Joist Hangers and Framing Connector Manufacturers.
a. Simpson Strong-Tie Company, Inc., San Leandro, CA t80O) 999-
5099.b. TEko Wood Fasteners, Chevy Chase, MD (800) 638-8989.
6. Powder Driven Fasteners:
a. Use of powder driven fasteners requires written approval of the
Marriott Representative.
b. Manufacturers:1) Power Anchor Corporation, Bronx, NY (212) 881-610O.
2l Ramset Fastening Systems/Olin Corp., New Haven, CT
(203) 789-5000.
c. Use washers with inserts.
K. BUILDING PAPER
1 . 15-1b., felt, asphalt-saturated.
2. Products: provide one of the following products subject to conformance
with the requirements specified.
a. "Orange Label Sisalkraft' 'Fortifiber Corp., Los Angeles, CA {21 3)
268-6783.b. "Double Kraft" Pabco Division, Fibreboard Corp., Ruston, LA
(800) 551-4866.
O o22ses/cEP QC35/06100-5 BID SET
L. ADHESIVE
1. Gun grade acrylic compound.
2. Products:
a. LN-602 "Liquid Nalls'- Mich Adhesive, Wickliffe, OH (800) 321-
3657.
B. "DAP 40OO" - Beecham Products Inc., Dayton, OH (800) 634-
8382.
M. PRODUCTS FOUND IN OTHER SECTIONS
1. Flashing is specified in Section 07600.
2. Exterior sealant is specified in Section O79OO.
N. EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to. Marriott Representative all prevailing conditions that will adversely affect
satisfactory execution of work. Do not proceed with work until
unsatisfactory conditions have been corrected.
2. Starting work constitutes acceptance of the existing conditions and the
Contractor shall then, at his expense, be responsible for correcting al
unsatisfactory and defective work encountered.
O. PREPARATION
1 . Check lines, levels and adiacent construction.
P. INSTALLATION
1. General:
a. Make provisions for work of other trades. Cut wood to
accommodate plumbing, heating and ventilating, electrical and
other trades. Fit around gpgggg-jIgg such as outlet boxes
conduits, pipes and ducts.
b. Provide furring, blocking and backing where required for formation
of architectural features, concealment of pipe,s conduits, ducts,
building specialties and other fixtures. Refer to Drawings for
wood blocking and plywood required as back-up support.
022595tCEP QC35/06100-6 BtD sEr o
c.
j.
Install dressed grounds and nailing strips as indicated or required
for securing trim or wood finishes Set grounds rigid, true and in
perfect alignment. Nail grounds to wood members and secure to
concrete or masonry with nailing blocks, plugs or expansion type
anchors.
Members shall be accurately eutto required dimensions and firmly
secured with metal connectors true to the lines, levels, and
dimensions indicated.
Where there is a significant variation in moisture content betweEn
individualmembers, connections shallnot be made until moisture
contsnt of adjacent members has been stabilized. Allow no
construction over framing members until final connections and/or
adjustments have been made to achieve maximum strength at
connections and minimum future movement from shrinkage or
expansion.
Bore bolt holes true to line and 1/16 inch greater than bolts. Drive
bolting into place with a tight fit and provide plates or washers as
indicated on the drawings. Tighten nuts, bolts, and lag screws at
time of initial installation and just before enclosed with other fixed
materials, or at the completion of the work, to ensure that
shrinkage has been overcome and the fastenings are tight.
No lubricant of any kind shall be used on any fastener depending
on friction for holding.
Screws shall not be driven by hammering.
Members which are in contact with concrete on or within 5 inches
of grade, or which are in contact with concrete exposed to
weather, shall be treated a distance of 2'-0' along their length
from point of contact with 2 coats of 5 percent pentachlorophenol
(or copper napthenated solution, if not being stained).
Install bloeking wherever required for support of items specified in
other Sections and at plywood panel joints where not over a
framing member.
Install shims where indicated or where required to set work in
proper alignment.
Coordinate cutting and patching required to complete this work or
the work of other trades.
Rough Hardware:
a. Provide stock items of rough hardware as indicated or required
including clips, anchors, hangers, bolts, ties and plates for
connecting wood framing members to wood, concrete, masonry
or steel except as specified to be provided under other soctions.
d.
e.
t.
9.
h.
i.
k.
t.
2.
022595tCEP QC35/06100-7 BID SET
b.
c.
Expansion bolts shall be carefully installed in snug fitting,
smoothly drilled holes in accordance with the manufacturer's
written instructions. Expansion bolts shall be installed so that the
load acts on the bolts in shear rather than withdrawal.
Expansion bolts shall be carefully located in order to eliminate the
risk of damage to concrete, steel reinforcement and embedded
items.
Wall Framing:
Cut studs with square ends, and erect plumb.
Studs in walls shall be 2" x 4" at 16" maximum on center.
Double studs on each side of openings.
Openings in stud walls shall be framed with headers across the
top with a minimum size of 6 inches deep by stud width resting
on trimmer studs.
Top pfates shall be double, set one at a time; sill plates 2" x 4".
1) Corners where stud walls meet shall be framed solid.
2l Double top plates shall be lapped at corners.
3) Where opening are cut through plates, install 16-gauge
steel strap ties 1-114" wide at single plate, and 2-5116"
wide at double plate extending minimum 9" past each cut.
Walls, containing plumbing, heating, or other pipes shall be framed
to give proper clearances for piping without notching or hacking
of studs.
Holes through studs exceeding one-third the width of the stud are
not permitted without review by the Marriott Representative.
Stud faces shall align with top and bottom plates.
At concrete floors; set the bottom plates of sound rated walls in
a continuous bead of exterior sealant; see Specification Section
07900.
3.Stud
a.
b.
c.
d.
e.
t.
g.
h.
i.
4.Joist Framing:
a. Accurately align joist:
1) Coordinate with other framing and to other trades prior to
actual construction.
2l Provide solid blocking over supports (2x joist depth).
b. Place joists and beams with crown up.
c. Joists shall have full bearing over entire plate width.
1) Splice only over supports or plates.
2l Lap and nail overlapping ends.
d. The Marriott Representative reserves the right to reject and have
replaced at Contractor's expense split studs and joists, as well as
any twisted or warped studs or joists that are not in alignment.
022595/CEP QC35/06100-8 BID SET
5.
e. Suspended Furring: Including hangers and attachment devices.
Levelto a tolerance of 1/8" in 10'.
Cutting and Blocking:
a. Provide and install wood blocking, furring strips, or grounds to
provide anchorage for finishes, accessories, fixtures, etc., as
required to complete work.
1) Blocking and/or backing shall be securely bolted or
otherwise anchored in placa.
b. Cutting of wood joists for electrical and mechanical lines shall be
limited to cuts and bored holes not deeper than one-fifth of the
beam depth from the top and located not further from the support
than three times the beam depth and not less than the beam
depth.1) Cuts in excess of this or single bored holes with diameter
of more than 1" are not permitted without special
provisions for framing the beams, accsptable to Marriott
Representative.
2l Location of cuts in framing shall receive prior review by
Marriott Representative.
Plywood Wall Sheathing:
a. Apply horizontally or vertically. Extend sheathing over and nail to
sill and top plate. Abut sheathing edges over centerlines of
supports. Allow 1/8-inch spacing at panel ends and l/4 inch at
panel edges. lf sheathing is applied horizontally, stagger vertical
and joints. Nail panels with galvanized 6-penny nails spaced 6
inches o.c. along edges of the panel and 12 inches o.c. over
intermediate supports. Provide 2-by 4-inch blocking for horizontal
edges not othErwise supported.
7 - Nail Connections and Fastenings:
a. Joist hangers and framing connectors shall be installed according
to manufacturer's recommendations.
b. Minimum nailing, shall conform to Uniform Building Code Table
22-O.
c. Use only common nails.
1) Where required, pre-drillto prevent splitting.
2l Split members shall be replaced.
6.
0225951CEP QC35/06100-9 BID SET
8. BoltedConnections:Woodstructuralconnectionsusingbolts, drift-pins,
etc., shall be in strict accordance with the provisions of the "National
Design Specification for Stress-Grade Lumber and lts Fastenings," latest
Edition.
9. Building paper and flashing.
a. lnstall building paper over exterior plywood sheathing:
1) Install horizontally in shingle fashion, weather lapping
minimum 2" tor horizontal joints and minimum 6" for
vertical joints.
2l Staggerverticaljoints.
3) Securely staple paper to substrate.
b. lnstall flashing in 18" wide strip over building paper at all internal
and external building corners.
1) Weatherlap ends 6" minimum.
2l Staple flashing in Place.c. Install flashing in 9" wide strip, folded in 9o-degree angle, at
louver and door oPenings.
1) At the head of openings, the flashing shall form an inverted
"Un covering the head and portion of the iab; the building
paper laps over the flashing paper.
2l At jamb and sill the flashing laps over the building paper.
3) Always fold and lap flashing to prevent wat€r from
migrating behind the building paper.
4) Staple flashing in place,
END OF SECTION
022595/CEP QC35/06100-10 BrD sEr o
sEcTloN 06150
EXTERIOR WOOD DECK AND RAILING
A. RELATED DOCUMENTS
1. General Conditions and Supplementary Conditions apply to this Section
B. WORK INCLUDED
1. Lumber.
2. Pressure treatment of lumber.
3. Glue laminate deck beams.
4. Hardware.
5. Adhesive.
C. SUBMITTALS
1. Shop Drawings - Show in detail the construction, gages, jointing, methods
of installation, fastening and supports; location and sizes of welds,
anchoring, hangers, and all other pertinent information. Submit details
drawn to scale at not less than 1-112 in. per ft. Shop drawings shall
contain the design, type of wood and load assumption and shall bear the
seal of a licensed Professional Engineer registered in the state in which the
Project accuns.
D. QUALITY ASSURANCE
1. Reference Standards - Applicable requirements of standards and
specifications referenced herein apply to the work of this Section.
2. Lumber Standards - Comply with Department of Commerce, National
Bureau of Standards, Product Standard 20 and with applicable rules of the
respective grading and inspecting agencies for species and products
indicated.
3. Westem Red Cedar -'Architec{ural Knotty" deck grade as established by
the Western Red Cedar Lumber Association.
cEP/100693 oc35/ 06150-1 BID SET
4. Wood Preservative - FS TT-W-571, Wood Preservation: Treating Practices
2.01L AWPA Standards.
5. Certifications:
a. Materials - Use species and grades herein specified and shown on
drawings. \Mtere dimensional lumber is provided to comply with
minimum allowable unitstresses and submitevidence of compliance
with specified requirements which may be in the form of a signed
copy of applicable portion of lumber producer's grading rules
showing design values for selected species and grade. Design
values shall be as approved by the Board of Review of American
Lumber Standards Committee.b. Wood Treatment:
1) Pressure Treatment - Submit certification signed by treating
plant that chemicals and process used and amount of
preservative retained conforms with applicable standards.
2) Water-Borne Preservatives - Submit certification signed by
treating plant that moisture content of treated materials was
reduced to a maximum of 19o/o tor lumber and 15% for
plywood prior to shipment to project site.
6. Railings to be designed and fabricated to resist a load of at least 300
pound applied in any direction at any point of the top rail and also a
vertical and horizontalthrust of 50 pounds per linealfoot applied at the top
rail; design to conform to all local and state building codes.
T- Decking to be fabricated to resist a liveload or 150 lbs. per square foot
(maximum liveload deflection of 1/360 of the span) and a concentrated
load of 300 lbs. per square foot; design to conform to all local and state
building codes.
E. DELIVERY, STORAGE AND HANDLING
1. Store lumber minimum 12" above the ground in a manner to insure proper
drainage, ventilation and protection from weather.
F. PROJECT CONDITIONS
1. Accurately fit carpentry work to existing deck; scribe and cope as required.
Coordinate location of furring, nailers, blocking, grounds and similar
supports to allow proper attachment.
cEP/100693 QC35/ 06150-2 BtD sEr o
G.PRESSURE TREAT]IIENT OF LUTIIBER
1. Preservative Pressure Treatment of Lumber:
2.Products:
a.
LUMBER
b.
lmpregnate lumber with CCA, conforming to A\A/PA Standard P5.
Apply the preservative in a closed cylinder by pressure process in
accordance with A\A/PA Standard C2. Retention of GCA dry salts
shall be 0.25 pounds per submit foot (oxide basis) for moderate
service conditions (weather exposure), and 0.40 pounds per cubic
foot (oxide basis) for severe conditions (constant contact with
ground or water).
Liberally brush cut surfiaces, bolt holes and machined areas shall be
with the same presen ative in accordanpe with AVVPA Standard M4.
Remove exoess moisture. Lumber 2" nominal and less shall be
dried to 15-19o/o moisture content.
Material shall have knots and patch streaks sealed as with untreated
wood.
'Wolman Wood Preservative-Green" - Koppers Company, Inc.,
Pittsburgh, PA (800) 556-7737.
c.
d.
1.Comply with the grading rules of the grading agency for the species of
timber used:
a. Western Red Cedar Lumber Association.
Species - Western Red Cedar.
Lumber Grade: No. 2 or better.
Framing, blocking and furring (if needed) shall be 2" nominalthickness.
Stress Rating: Provide lumber that has been graded or tested and certifted
to be in compliance with grades indicated on the drawings.
2.
3.
4.
5.
cEP/100693 QC35/ 06150-3 BID SET
6. Moisture Content: Provide timber which is seasoned to a maximum
moisture content of 19 percent and is certified "S'dry."
7. Dressing: Provide lumber which is "S4S" rough sawn (RGH) at the mill at
the time of grading. Comply with grade sizes.
8. End Sealer: Factory seal ends with manufacturer's standard translucent
penetrating wood sealer which is effective in retarding the transmission of
moisture at cross grain cuts.
g. Penetrating Sealer - Factory finish lumber with manufacturer's standard
translucent sealer which will not interfere with the application of paint finish.
10. Member shall be treated a distance of 2'-0" along their length ftom bottom
with two (2) flowing coats of 5 percent pentachlorophenol.
I. GLUE LAMINATED BEAMS
1. Lumber shall be of such stress grade to provide glued laminated members
with allowable stress values of those specified on the structure drawings.
2. Lumber shall be free of characteristics which prevent intimate contact of .-.
surfaces in gluing of which interfere with uniform bending to required
curvature. Each piece used for laminating shall be grade marked or
certified prior to selection for laminating. Wren lumber used for laminating
is resawn, the new size shall meet grade requirements. At the time of the
gluing, the lumber shallbe conditioned to be a maximum moisture content
of betr,veen 7-11o/o on at least 907o of the pieces and shall not exceed 187o
on the remainder. The range of moisture content of various laminations
assembled into a single member shall not exceed 4%.
3. Adhesives: Waterproof Phenoi Resorcinol glue, with mold inhibitor Mil.
Spec. MIL-A-397 B.
4. Sealing: After trimming, all members shall be end sealed, and exposed
members shall also be sealed on all sides with'Wood Life", "Penta-ffi1",
or "Woodtax" clear penetrating wood sealer. Field cuts shall be touched-
up prior to staining.
5. Machine plane members to a smooth even surface with exposed faces
conforming to AITC Architectural Appearance Grade in accordance with
AITC-110.
cEP/100693 QC35/ 06150-,4 BtD sEr o
J. HARDWARE
1. Comply with NFPA National Design Specifications.
2. Nails: Not allowed.
3. Bolts: ASTM A307, square or hexagonal head machine bolts with
matching nuts and cut washers as indicated.
4. Lag Bolts and Screws: No. 304 (18-8) grade stainless steel.
a. 3' long for anchorage to ioists.b. 3-1/2" long for anchorage of ioists to struc{ural components.
5. Lumber Connectors, Anchors and Accessories:
a. Factory finish each assembly and fastener with minimum of 2.0 mils
rust inhibitive Primerb. Field paint finish as specified in Section 09900 - painting with color
as selected for lumber.c. Manufacturer: Sampson Strong-Tie Company, Inc.; San
Leandro, CA (800) 999-5099.
O 6. Power Driven Fasteners:
a. Use of power driven fasteners requires written approval of the
Marriott RePresentative.b. Manufacturers:1) Power Anchor Corporation, Bronx, NY (212) 881-6100.
2l Ramset Fastening Systems/Olin Corp., New Haven, CT
(203) 789-5000.c. Use washers with inserts.
K. ADHESIVE
1. Gun grade acrylic comPound.
Z. Produc{s: Provide one of the following products subject to conformance
with the requirements sPecified.
a. LN-602 "Liquid Nails" - Macco Adhesives, \Mckliffe, OH
(800) 321-3647.b. 'iDAP 4000" - Beecham Products lnc., Dayton, OH (800) 634-8382.
cEP/100693 QC35/ 06150-5 BID SET
L.EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to
Marriott representative all prevailing conditions that will adversely affect
satisfactory execution of work. Do not proceed with work until
u nsatisfactory cond itions have been corrected.
2. Starting work constitutes acceptance of the existing conditions and the
Contraitor shall then, at his expense, be responsible for correcting all
unsatisfactory and defective work encountered.
INSTALLATION (Review and coordinate with Engineer of Record)
1. General
a. Members shall be accurately cut to required dimensions and firmly
secured with metal connectors true to the lines, levels and
dimensions indicated.
\Nhere there is a significant variation in moisture content between
individual members, shrinkage shall be allowed for and final
connections shall not be made until moisture content of adjacent
members has been stabilized. Allow no construction over ftaming
members until ftnal connections and/or adiustments have been
made to achieve maximum strength at connections and minimum
future movement from shrinkage or expansion'
Bore bolt holes true to line and of 1/16 inch greater diameter than
bolts. Drive bolts into place with a tight fit and provide with plates
or washers. Turn up and make tight all nuts, bolts and lag screws
at time of installation and again just before enclosed with other fixed
materials or at the completion of the work to ensure that shrinkage
has been overcome and the fastenings are tight.
No lubricant of any kind shall be used on any fastener depending on
friction for holding.
e. Screws shall not be driven by hammering.
Accurately align members: Position and space as shown on Drawings.
Framing shall have full bearing over entire width:
a. Splice only over supports or plates.
b. Lap and nail overlaPPing ends.
M.
b.
c.
d.
4.
5.
cEP/100693 QC35/ 06150-6 BtD sEr o
6. The Marriott representative reserves the right to reject and have replaced
at Contractor's expense split railing members, as well as any twisted or
warped sections.
7. Screw Connections and Fastenings:
a. Framing connectors shall be installed according to manufacturer's
recommendations.b. Minimum attachment, unless othenrise shown or noted,shall
conform to Uniform Building Code Table 22-Q.c. Wtere required, pre-drillto prevent splitting.
d. Split members shall be replaced.
8. Bolted Connections - Wood connections using bolts shall be in strict
accordance with the provisions of the "National Design Specification for
Stress-Grade Lumber and lb Fastenings," latest Edition.
9. Provide two screws in fastening deck boards to ioists.
10. Provide 1/S" spacing between boards.
END OF SECTION
cEP/100693 QC35/ 06150-7 BID SET
sEcTloil 06400
CARPENTRY AND W@DWORK
A. RELATED DOCUiIIENTS
1. General Conditions apply to this Sestion.
B. WORK INCLUDED
1. Blocking, backing and ftaming.
2. Wood trim, bases and moldings.
3. Millworlcfrvoodwork.
4. Millwork hardware.
5. Plastic laminates and melamine.
6. Wood Stair at Lobby.
.7. Thermoplastic sheeting on service doors.
8. Wood Base cabinets.
9. Fasteners.
10. Adhesives.
C. QUALITY ASSURANCE
1. Grade stramp blocking, backing and framing by an agency certified by the
Board of Review of the American Lumber Standards Committee and
manufactured in accordance with Product Standard 20.
2. Comply with "Architec{uralWoodwork Quality Standards," latest edition by the
ArchitecturalWoodwork Institute (AW|). Custom Grade quality only is
acceptable.
3. Comply with "lndustry Standard Wood Molding \MI4" by Wood Moldings and
Millwork Producers Association (WMMPA).
4. Comply with "National Design Specifications" by National Forest Products
Association (NFOPA) for lumber fastenerc.
CEP/030692 QC35/06400-1 Bid Set
5. Veriff dimensions, lines and levels indicated on Drawings.
D. SUBMITTALS
1. Certificates:
a. Certify that woodwork is manufactured in accordance with AWI standards.b. Certifu that fire retardant treated materials meet performance standards
specified.
2. Shop Drawings:
a. Cleady identiff "hold-to" dimensions required for items furnished by
others to be integrated into millwork and woodwork.
b. Draw large pieces of millwork to a scale not smaller than 112" = 1'-0", with
overall dimensions and section cuts clearly shown.c. lssue in reproducible format.
3. Samples:
a. Wood: Provide two 6" x 8" samples of each wood species and type
woodwork with stain or paint finishes indicated on the Drawings.
Coordinate with requirements of Section 09900.
b. Plastic Laminate: Provide two 6" x 8" samples of each color and texture
indicated on the Drawings.
c. Moldings, trim and Base: Provide two 12" long samples of each profile
indicated on the Drawings.
E, DELIVERY, STORAGE AND HANDLING
1. Inspect millwork and woodwork jointly with the Marriott Representative and
the Contractor for damage upon delivery to site. Correct or replace damaged
items before starting installation at no additional cost to Marriott.
2. Store in fully covered, wellventilated space having the same humidity and
temperature range as in the building'
3. Repair or replace millwork damaged during storage at no cost to Marriott.
cEP/030692 QC35/06400-2 Bid Set
v
F. BLOCKING, BACKING AND FRAiIING
O 1. Lumber:
a. Dense No. 2 grade, Douglas Fir, Southem Yellow Pine, or Ponderosa
Pine.b. Moisture Content Minimum 6 percent, maximum 16 percent.
2. Plywood: (without plastic laminate finish)
a. Complywith PSl, Group 1 requirements.b. Grades: C-C.c. Glue: APA Exposure 1.
3. Fire Retardant Treatnent:
a. Flamespread and smoke developed ratings of 25 or less by ASTM E84,
with no sign of progressive combustion when test is extended to 30
minutes.b. Use fire retardant chemicals Environmental Protection Agency (EPA)
registered and accepted.c. Products: Provide the follouring products subjec't to conformance with the
req uirements specified.
1) "Pyro-Guard" - Hoover Treated Wood Products; Thomson, GA,
(404) 595-1264. Interior application.
G. WOOD TRIM, BASES AND MOLDINGS
1. Wood: Meet \AlfvlMPA Standards.
a. Painted Members: "P" Grade, ASH, Birch or Maple.b. Stained Members: "N"-Grade, plain sawn, Quarter Sawn Maplec. See architectural drawings for required profiles.
2. Manufacturers:
a. Boise Molding & Lumber Co.: Boise, lD (208) 322-6066.b. Federal Millwork Corp.; Ft. Lauderdale, FL (305) 522-0653.c. House of Moldings; Van Nuys, CA (818) 781-5300.d. Old World Moldings & Finishing, Inc.; Farmingdale, NY
(516) 293-1289.e. M.W. Bosley, Co., Inc.; Glen Burnie, MD (800) 638-5010.
cEP/030692 QC35/06400-3 Bid Set
o
MILLWORK/WOODWORK
1. Materials Framing:
a. Dimension Lumber:
H.
1) Dense No. 2 grade, Douglas Fir, Southem Yellow Pine, or Ponderosa
Pine.2) Moisture Content Minimum 6 percent, maximum 16 percent.
b. Plywood: (For plastic laminate finish)
1) Comply with PS1, Group 1 requirements.
2't- Veneer:l. A-A: \Mere both faces receive finish.It. A-C: \Mere only one face receives finish.
3) Glue: APA Exposure 1.c. Fire Retardant Treatment For Lumber and Plywood:
1) Flamespread and smoke developed ratings of 25 or less by ASTM
E84, with no sign of progressive combustion when test is extended to
30 minutes.2) Use fire retardant chemicals Environmental Protection Agency (EPA)
registered and accepted.3) Products:l. "Pyro€uard" - Hoover Treated Wood Products; Thomson, GA,
(404) 595-12il.d. Hardwood Veneer Plywood: (For stained finish)
1) Comply with PS51.2l Grades:l. Face Veneer: Custom for stain finish.ll. Backing Veneer: Sound, no finish.
3) Species:l. Face Veneer: Plain quarter sawn maple.ll. Backing Veneer: Any hardwood compatible with face veneer.
4) Construction: 3/4" fire retardant treated conforming to ANSI A208.1
with matching hardwood edge band.
5) Burning Characteristics when tested in accordance with ASTM E84:
l. Flame Spread: 25 maximum.ll. Smoke DeveloPed: 15 maximum.
lll. FuelContributed: 25 maximum.
6) Stair treads shall have bull nose solid Red Oak exposed edging.
7l Products:l. "X-Flame" - Masonite Corp/Particle Board Div.; Stuart, VA (703)
694-7151.ll. "Duraflake FR" - \Mllamette Industries Inc.; Albany, OR
(503) 928-3341.8) Finish: Polish sanded, ready for field staining specified in Section
09900 - Painting.e. Particleboard: (Maybe used in place of plywood)
1) Comply with ANSIA208.1. - Industrial grade, water resistant.
2) High Density: Minimum of 45 pounds per cubic foot'
CEP/030692 QC35/06400-,4 Bid Set
oo
3) Fire Retadant Test Results by ASTM E&4:l. Flame Spread: 25 maximumll. Smoke Developed: 15 maximumlll. Fuel Contributed: 25 maximum4) Products:l. "X-Flame" - Masonite Corp/Particle Board Div.; Stuart, VA (703)
694-7151.ll. "Duraflake FR" - Willamette Industries Inc, Albany, OR (503)
928-3341.f. Hardboard:l. Tempered, complying with ANSI/AHA 135.4.ll. Minimum of 1/8" thick.lll. Use for drawer bottoms.
2. Fabrication:
a. Fabricate in accordance with AW standards, custom grade quality.b. Fabricate ftom fire retiardant treated dimension lumber, hardwood
plywood or particle board and tempered hardboard.c. Fabricate and install neoessary fillers, trim, moldings and anchoring
devices, with finishes matching milhrork.d. Seal ends of millwork not exposed in finished work with two coats of
varnish.
o
O r. wooD srArRs AND RATLTNG
1. Coordinate with light steelframing specified in Section 05410 and rough
carpentry specified in Section 06100.
2. Use custom grade standards as specified in AW 'ArchitecturalWoodwork
Quality Standards'; Section 800.
3. Design and fabricate railings to resist a load of at least 300 pounds applied in
any direction any point of the top rail and also a vertical and horizontal thrust
of 50 pounds per linealfoot applied at the top rail. Design to conform to local
and state codes. Testing shall conform to ASTM E894.
. 4. Finish railings smooth with flush ftttings and connections.
5. Run top rails continuously over each post.
6. Secure posts and rails to metalwith welded or bolted connections.
7. Set railings so that longitudina! members are parallelwith each other and with
floor surface or slope of stair.
8. lnstall railings with centerline of members within each railing urn in same L
vertical plane.
CEP/030692 QC35/OA$GS Bid Set
9. Anchors:
a. Provide anchors suitable for existing wall construction and structural
performance requirements specified.b. Provide metalwall grommets to protect wall finish and provide positive
compressive attachment to wall ftaming.
10. Fit, nail, screw, bolt, and glue stainrork together to form a strong rigid
structure without squeaks or vibrations. Anchor newels and posts securely to
rough stair framing. Cut newels, posts, and drops accurately around floor
construction to make tight fit. Install balusters into treads and landings with
glue. Install railing with straight runs following slope of stairs and with smooth
curye turns. Return railing profile at ends and secure joints with bolts and
nuts. Secure railing to posts and newels with concealed anchors.
11. Alternate handrailand balusters have been selected from stock items
manufactured by L.J. Smith Bowerston, OH (814)269-2221.
12. Drawings indicate custom profiles and an alternate Selection for bidding
purposes.
13. All exposed wood shall be stained "N"-Grade, quarter Sawn Maple.
J. MILLWORK HARDWARE
1. Manufacturers:
a. Accuride; Santa Fe Springs, CA (213) 944-0921.b. Corbin Div., Emhart Hardware Group; Berlin, CT (203) 255-7411.
c. Epco Plastics Engineered Products Co.; Flint, Ml (313) 767-2050.
d. Garcy Corp.; Melrose Park, lL (312) 345-2500.e. Stabilus; Colmar, PA (215) 822-1982 (Gas Springs).f. Grant Hardware;West Nyack, NY (914) 358-4400.g. Grass America Inc.; Kernersville, NG (800) 334-3512.
h. H.B. lves; Wallingford, CT (203) 2944837.i. Knape & Vogt Manufacturing Co.; Grand Rapids, Ml (616) 459-3311.j. Selby Furniture Hardware Co.; New York, NY (212) 6734097.
k. Soss; Universal lndustrial Products Company; Pioneer, OH
(419) 737-2324.l. Stanley Hardware; Farmington, CT (203) 225'5111.
2. Select and submit hardware having compatible style with the existing
hardware approved by Marriott Representative.
3. Hardware shall be brass with a chrome finish or stainless steel.
cEP/o30692 QC35/06400-6 Bid Set
o
K PLASTIC LAiIINATE AND ilIELATINE
O L. THERMopLAsnc sHEET oN sERvtcE DooRs (Kitchen side of Doorr)
1. Manufacturers:
a. Pawling Corp.; Pawling, NY (800) 431-3456.b. Decogard Products lnc.; San Marcos, CA (619) 480-9090.c. Kleerdex Company; Mount Laurel, NJ (800) 62e-218'l (Ask for Marriott
Account).d. Institutional Products Corp.; Muskego, W (800) il3-1729.
2. Material:
a. Provide High-lmpact Acrylic/Polyvinyl Chloride .040" thick sheets with
abrasive and scuff resistrant finish. Material shall be approved for
installation over fire rated doors.b. See Finish Schedule on drawings for color and texture.
3. Surface preparation, specific adhesive products and application must follow
written recommendations and instructions ftom thermoplastic sheet
manufacturer.
O 1. Manuiaeurers:
a. Formica Corp;Wayne, NJ (800) 524-0159.b. Laminart; Elk Grove Village, lL (800) 323-7624.c. Nevamar Corp; Odenton, MD (410) 569-5000.' d. Pionite/Sterling Engineered Products;Auburn, ME (207) 7U-9111.
e. Ralph \Mlson Plastics Co.; Temple, TX (800) 433-3222.f. Westinghouse, Micarta Div; Hampton, SG (800) U2-2782.
2. Application, fabrication and installation of plastic laminate shall be in
accordance with NEMA LD-3 and ANSI A161.2.
3. Materials:
a. Exposed Surfaced: Fire rated type, NEMA Grade FR50, 0.050" thick.b. Melamine Cabinet Liner: NEMA Grade CL20 - Standard Almond Color.c. Backing Sheet: NEMA Grade BIQO.
4. Color and Pattem: As indicated on Drawings;finish shall be abrasive and
scuff resistant.
cEP/030692 QC35/06400-7 Bid Set
o4. Remove, clean and reinstall door hardware:
a. Pre{rill screw holes larger than needed so that room is left around
screws to prevent stress in thermoplastic sheet.
b. Allchips, saw marks, and hairline cracks should be removed from cuts by
filing, sanding, or routing; inside corners shall be routed a minimum of
118".
5. Sheets shall be removed from skid on which they are shipped and restacked
on a solid, flat surface to eliminate waviness that may developed due to
unevenness of skid. Do not stand sheets on edge.
6. Sheets shall be pre-conditioned for a minimum of 72 hours in temperature
and humidity approximating the operating environment of the finished area.
Inspect sheets and face of doors and report defects immediately to the
Marriott Representative.
7. Upon completion of work, surfaces shall be cleaned and free of adhesive and
blemishes.
8. Thermoplastic sheeting that delaminates or cracks within two years of
installation shall be removed and replaced, by installer, at no cost to Marriott.
M. BASE CABINET CASEWORK
1. Material:
a. Cabinet frames shall be made of solid hardwood, kiln-dried to 8%
moisture content.b. Side panels consist of 5/8" industrial grade particle board.
c. Doors are 5/8" particle board with PVC edging.
d. All exposed surfaces shall have a Almond melamine laminate finish.
e. Door hinges shall be semi-concealed, self-closing and adjustable.
f. Drawer Glides: Self-closing epory-coated captive wheel glides with nylon
rollers with axle bearings; the edge of the glide returns under the drawer
bottom.g. Pulls shallbe item No. 102AL.
2. Fabrication shall follow National Kitchen Cabinet Association Standard
ANSI/NKCA A161.1
3. Sizes: Field veriff.
4. Cabinets shall be Brittany Almond as manufactured by Timberlake Cabinet
Co,; \Mnchester, VA (703) 665-9100.
cEP/030692 oc35/06400-8 Bid Set
5. Locations:
a. Massage Rooms.b. Toilet Rooms.c. Spa Rooms.
N. FASTENERS
1. Use type and size best suited for the purpose and meeting applicable Federal
Specifications.
2. Nails: Meet the requirements of NFPA - National Design Specifications. 2
3. Screws: Use where attachment is to metal substrate or nailing is
impracticable.
4. Toggle Bolts: No. BBS'Toggle/'wlth stainless steelchanneland plastic
locking c€rp as manufactured by Mechanical Plastics Corp.; Elmsford, NY
(800) 544-2552. Provide 1/4" stainless steel machine bolts in lengths as
needed.
O. ADHESIVES
1. Wood Glue: Use waterproof type as re@mmended by AWI standards for the
particular application.
2. Adhesive for Plastic Laminate:
a. Non-Flammable, contact cement type.b. Solvent based or water born.
1) Solvents are being phased out by the Environmental Protection
Agenry.2l Water born require special attention for application.c. Manufacturers:1) Beecham Produc{s, Inc.; Dayton, OH (800) 634-8382.2l Columbia Cement Co.; Freeport, NY (516) 623-6000.d. Please contact manufac'turer's technical representative for "Besf'
adhesive to use based on finish, substrate and whether field or shop
applied.
3. ConstructionAdhesive:
a. 'LN-602 Liquid Nails" - Macco Adhesives, \Mckliffe, OH
(800) 321-3647.b. 'DAP 2000" - Beecham Products Inc., Dayton, OH (800) 634-8382.
cEP/030692 QC35/06400-9 Bid Set
P. FINISHING o
1. Stain and paint finishing specified in Section 09900.
A. INSTALLATION OF BLOCKING, BACKING AND FRAi'IING
'1. Provide certified fire rated lumber and plywood/particle board.
2. Discard units of material with defects which impair quality of work. Discard
units which are too smallto use in fabricating wilh minimum joints or optimum
joint arrangement.
3. Set work accurately to required levels and lines, with members plumb, true
and accurately cut and fit.
4. lnstall work making proper provisions for work of plumbing, heating and
ventilating, electrical and other trades.
5. Fit work neatly around exposed items including outlet boxes, conduits, pipes
and ducts.
6. Provide framing, blocking and plywood backing where required for formation
of arChitectural features, concealment of pipes, conduits, ducts, building
specialties, other fixtures, and toileUbathroom acc,essories. 2
7. At center line locations of toilet room accessories (for accessible bathrooms),
install 3/4" x 12" section of plywood between studs. ln back of plywood'
provide 12" long section of blocking whose thickness has been cut so that
blocking is wedged between back of plywood and return of studs. Screw
through face of studs into plywood and blocking using 2-14" long. "Type S"
bugte head screws sPaced 4" o.c.
B. Provide dressed wood grounds and stripping required for securing trim or
other finish:
a. Set grounds rigid, true and in proper alignment.b. Nail grounds to wood members.c. Screw grounds to metal members'
d. Secure to concrete or masonry with expansion anchors.
g. Select fasteners of size that will not penetrate members where opposite side
will be exposed to view or will receive finish materials.
a. Make tight connections between members'b. Installfasteners without splitting wood; pre-drill as required'
cEP/o30692 QC35/06400-10 Bid Set
10. Use oommon wire nails, except use finish nails for finish work.
a. Countersink nail heads on exposed carpentry work and fill holes with
non-staining putty.
11. Expansion Anchors:
a. Install in snug fitting, smoothly drilled holes in accordance with the
manufacture/s instruc{ions.b. lnstalled so loads ac{ on bolts in shear rather than withdrawal.c. Locate to prevent damage to concrete, steel reinforcement and
embedded items.
12. Furnish and install stock items of rough hardware including clips, anchors,
hangers, bolts, ties and plates for connecting members.
R. INSTALLATION OF WOOD TRIiI, BASES AND ilIOLDINGS
1. Set members straight, plumb and levelwith closely coped and fitted joints.
2. Use blind nailing to the maximum extent practicable.
3. Face Nailing: Set and stop with non-staining putty.
4. Screws:
a. Use for attachment to metal.b. Set and stop with non-staining putty at wood trim.
c. Countersink screws set into wood and cover with matching wood plug at
Caps,
5. Joints: Staggered, concealed, or spaced in inconspicuous locations.
6. Shoulder intersections of flat work to ease change in plane'
S. INSTALI-ATION OF MILLWORK'WOODWORK
1. lnstall in accordance with approved Shop Drawings.
2. Installwith lines and surfaces straight, plumb and leve! and securely anchored
to supporting construction.
3. Scribe to adjacent construc'tion where exposed to view.
cEP/030692 QC35/06400-11 Bid Set
T. INSTALLATPN ELASTIC LAMINATE AND IIIELO{E
1. Preparation:
a. Before installation, store for 24 hours in a fully covered, well vented
space, having the same humidity and temperature as the building.b. Remove sub-surface irregularities which will impair appearance of new
material.c. Clean and dry surfaces and ensure they are free of oil, wax residue,
loose particles or other substances which could inhibit bond.d. Prepare surfaces to receive plastic laminate as recommended by plastic
laminate manufacturers.e. Ventilate work area and maintain relative humidity between 35 and 85
percent.f. Prevent sparks, open flame and heat build-up.
2. Installation:
a. Conform to adhesive manufacturer's recommended procedures.
b. Use adhesive specifically formulated for application by brush or roller.
Spraying adhesive is not permitted for jobsite applications'
c. Apply uniform coating of adhesive to each surface to be bonded.
d. Apply a second coat of adhesive to porous surfaces including open grain
wood and particleboard.
e. Allow sufficient time for adhesive to completely dry, thirty minutes
minimum.1) Do not exceed manufacturer's recommended open time, one hour
maximum.2) Make proper allowance for longer drying time
required by high humidity conditions.f. Place spacer dowels at 12 to 16 inches on center to control alignment
and joining of surfaces.g. Join surfaces starting at one short edge, working along the long
dimension of the panel to the opposite short edge.
h. Roll surfaces to assure complete bonding.
1) Prevent deflection of substrates during rolling.
2) Hand pressure or use of mallets is not acceptable to produce proper
bond.
3. Warranty:
a. Plastic laminate that delaminates or cracks within two years of installation
shall be removed and replaced, bv installer, at no cost to Marriott.
END OF SECTION
cEP/030692 QC35/06400-12 Bid Set
sEcTroN 07200
INSULATION
(EXTER|oR)
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. At new store ftont fiaming.
2. At new Exterior Mechanical Room.
C. SUBMITTALS
'1. Product Data: Manufacturer's literature with installation and storage
instructions for each product specified.
2. Samples: lf requested by Maniott Representative.
D. DELIVERY, STORAGE AND HANDLING
1. Deliver materials to iob site in unopened containers bearing
manufacturer's name and content identification.
2. Store materials as recommended by the manufacturer.
E. BATT INSUI.ATION
1. Foil-faced glass fiber complying with R-value or 30.
2. Manufacturers:
a. Manville Corp/Fiber Glass Div.; Denver, CO (303) 978',4900.
b. Orvens-Corning Fiberglas Corp.; Toledo, OH (419) 248'8770.
c. CertainTeed Corp.; Valley Forge, PA (215) 341-7000.
d. Guardian Fiberglass, Inc.;Albion, Ml (800) 248-0300.
cEP/031690 QC35/07200-1 BID SET
F. EHMINATION
1. Examine areas in which work is to be performed. Report in writing to
Marriott Representative all prevailing conditions that will adversely affect
satisfactory execution of work. Do not proceed with work until
unsatisfactory conditions have been corrected.
2. Starting work constitutes acceptance of the existing conditions and this
Contractor shallthen, at his expense, be responsible for conecting all
unsatisfactory and defective work encountered.
G. INSTALLATION OF BATT INSULATION
1- Install in cavities of stud framed walls and partitions; over soffits and
ceilings; in miscellaneous building crevices of building construction
wherever required for thermal purposes.
2. Insulate total width, height and for full extent of spaces to be insulated.
Voids will not be Permitted.
3. Foil-Facing: Exercise care to ensure that foil-facing is continuous over
entire surface; patch, tape and seal punctures, tears, voids and other
damaged areas. Foil facing shall be on room side of exterior walls.
4- Carefully cut and neatly and tightly fit around pipes, conduits, other
obstructions and non-standard framing spacings'
5. Joints: Tight butt type between pieces of insulation and between
insulation and abutting construction.
6. Staple facing flanges to sides of wood framing at 8" o.c., or closer as
necessary to hold flanges tightly to framing as needed.
7. lnstall in metal stud cavities to remain in place by friction.
8. Tape and sealjoints between pieces of insulation and joints around
perimeters of pipes, conduits and other obstructions'
END OF SECTION
cEP/031690 QC35/07200-2 BID SET
sEcnoN 07244
EXTERIOR TEXTURED WALL FINISH
(REPATRS)
: A. REI.ATED DOCUMENTS
1. General Gonditions apply to this Sec'tion.
B. WORK INCLUDED
1. Woven wire fabric and accessories.
2. Base and finish.
3. All other incidentals and miscellaneous items and labor necessary to complete
the work described herein and shown on the drawings.
4. As needed around new exterior store front framing.
C. SUBMITTALS
1. Samples: 1' x 1' of color and texture.
D. OUALITY ASSURANCE
1. Applicator of finish shall be pre-qualified by the finish manufac{urer.
2. Plastering work and all materials and related labor shall conform to
requirements of the American Society for Testing and Materials, ASTM G926
for plastering and ASTM C1063 for lathing.
3. Use of Hydrated Lime: Not permitted.
4. Textured finish and colors shall match existing.
E. DEL|VERY, STORAGE AND HANDLING
1. Deliver materials to job site in unopened crntiainers bearing manufacturer's
name and content identification
2. Store materials as recommended by the manufacturet.
F. PROJECT CONDITIONS
1. Protect adjacent work from equipment, moisture, soiling, splattering and
similar occurrenoEs due to application of textured wall system.
cEP/031590 QC35/07244-1 BID SET
G. WARRANW
1. The finish shall be warranted for materials and labor for five (5) years from the
date that completed installation is accepted by the Marriott Representative.
Warranty shall be exclusive of flashings, backer rods, primers and sealants.
Warranty shall be issued by the finish manufacturer or jointly and severally by
the finish manufac,turer and the finish applicator and shall be fully transferable
and assignable. Warranty shall stipulate that upon written notification from
Marriott, finish materialfailing to perform shall be immediately repaired or
replaced at no cost to Marriott.
2. Work shall be warranted against peeling, blistering, cracking, delamination,
fading, flaking or similar failures.
H. METAL I-ATH, ACCESSORIES AND REI.ATED MATERIALS
1. Manufacturers:
a. United States Gypsum (USG), Chicago, aL 312/3214000.
b. Keene Gorp., Parkersburg, WV 800/624-2686.c. Delta-Star, Inc., Belmont, CA 800/892€673, "Superior" metaltrim.
d. Bostitch Division of Textron Inc, East Greenwich, Rl 404/984'2500.
e. Gold Bond Building Products, Charlotte, NC 704/365-0950.
f. Thoro Systems Products, Miami, FL 8W/327-1570.g. K-Lath Division of Tree lsland Steel Inc., Monrovia, CA 818-357-5057.
h. Keystone Steel and Wre Co., Peoria, lL 800'447€444.i. Fortifiber Corp., Attleboro, MA 800-343-3972.
2. Woven Wire Fabric: 17 gauge x1-1f2", galvanized steel, hexagon shaped
stucco netting as manufactured by K-Lath Division of Tree lsland Steel, Inc., or
Keystone Steeland Wre Co.
3. Accessories and Related Materials:
a. Corner Beads: Zinc alloy expanded flange type, USG No A-1, Gold Bond
No 1 or Amico X-1.b. Stop/Casing Beads: Zinc alloy square edge with expanded flange, USG
66, Gold Bond No 66 or Amico X€6 in appropriate depth for selected
base aPPlication.c. Control Joints: Zinc alloy rollformed metal 1/4" open slot type.
1) Three Coat Base: USG No 75, Keene Unijoint ll, AMICO No. 40 or
Gold Bond No 40 lor 3f4" grounds.
d. Grounds: Pieces of wood or metal used to gauge thickness of base
coa':s.
cEP/031690 QC35/07244-2 BID SET
J.
4. Joint Sealant: Sealers, backer rods, bond breakers and primers required in
conjunction with textured wallftnish have been specifted in Section 07900.
THREE COAT SYSTEM
1. Gement: Non-air-entrained, Portland Cement, complying with ASTM C150,
Type l.
2. Admixture: (Use only one throughout, no substitutions).
a. "Acry|60," Thoro Systems Products, Miami, FL W/327-1570.b. "AKKRO-7T," Tamms Industries Company, ltasca, aL312/773-21fi.c. "Sika Bond,. Sika Corp., Lyndhurst, NJ 201/933€800.d. 'PRF," Gibco Industries, Inc., Tulsa, OK W/822-0802.
3. Sand: Clean, washed, and sharp complying with ASTM C897.
4. Water: Potable, free from harmful matter.
FINISH
1. Troweled Acrylic: Factory-mixed formulation of 10096 pure acrylic polymer
emulsion telture finish for trowel application with color fast mineral pigments
forming integralfinish. Selected primer, where required, and finish coats shall
be from the same manufacturer. Primer shall contain fine sand and shall be
tinted to match color of existing wallfinishes.
2. Products: (Use only one manufacturer throughout, no substitutions)
a. "surface Acrylic Finish" - DrWit Systems, Inc.; Warwick, Rl (800) 556'
7752.b. "Sto-Primer and Sto-Finish" - Sto Industries Inc.; Atlanta, GA (/104) 346-
3666.c. "Parex 3.10 Primer & Parex System 3" - Parex Inc.; Redan, GA (404) 482-
7872.
3. Color shall match existing.
K SUBSTRATE PREPARATION
1. Remove any dust, dirt, loose nails or other protrusions and sweep thoroughly.
2. Install only on a dry, unfrozen, suilace.
3. Whare necessary to reduce suction, masonry surfaces shall be darnpened,
but not soaked, with a fog sPraY.
cEP/031690 o,C35/07244-3 BID SET
o
GENL |NSTALIATION,ERAL
1. Caked or lumped materials shall not be used.
2. Mixing: Mechanical mixers, mixing containers, and tools shall be cleaned after
each mixing. Each batch shall be kept free of materialfrom previous mixes.
3. Selected base coat system must providg a true, l6vel, even surfaca without
variations exceeding 1/4" under a 10 foot straight edge.
4. When temperature is above 82P F. and relative humidity is below 50% textured
wall system shall be dampened for at least 24 hours before drying.
Dampening shall be done with a fine fog spray as soon as the base coat has
set. Avoid soaking and saturating wall. On hot/sunny days fog spraying may
be needed two or three times.
5. Joint sealers: sealant, backer rods and primers required with textured wall
system has been specified in section 07900.
M. |NSTALIATION OF EXTERIOR WALL WIRE FABRIC, ACCESSORIES AND
REIATED MATERIAUS
1. Installwire fabric wilh long dimensions across substrate with ends lapped 1"
and staggered in adiacent courses.
3. Gorner Beads: Apply at outside corners throughout.
4. Angle Mesh: Apply at inside corners throughout'
N. INSTALLATION OF BASE
1. Three Coat System:
a. Mixing:
1) First Coat: One (1) 94 lb. bag of Portland cement and 250 lbs of
sand (15 No. 2 shovels full).
2) Second Coat: One (1) 94 lb bag of Portland cement and 300lbs. of
sand (18 No. 2 shovels full).
3) Third Goat: One (1) 94lb. bag of Portland Cement and 400lbs of
sand (24 No. 2 shovats tull).4) Liquid Solution: 3 parts water, 1 part admixture for "ACRYL 60',
'AKKRO-7T", and "Sika Bond". For "PRF" add 3 ounces to water for
each bag of Portland cement used.
s) Blend dry materiats untit cement and sand are eventy distributed and O
cEP/031690 ac35/o7244-4 BID SET
the dry mix is uniform in color before liquid is added.6) Add sufficient amount of liquid solution to make dry material plastic
and workable under trowel. Avoid over-wet, soupy mix.7) Gement plaster may be retempered once or twicc; materialthat has
begun to stiffen shall be discarded.
b. Application:
1) First coat shall have uniform minimum thickness of 1/4". Rake
horizontally with a metal scratcher when this coat becomes firm. lf
drying occurs too rapidly, dampen the surface with set.
2) Apply first coat to lath firmly to insure a good key. Force material
into edges of beads and controlioints and bring out to grounds.
3) Apply second coat after first coat has set firm and hard. Bring out to
grounds: Screed and straighten wtth straight edge. Wood float after
initial set to take off high spots and fi]1 low spots, leaving the wall in a
smooth, true and level plane. Combined totalthickness of first and
second coats shall be a minimum of 1f2."4) Apply thhd coat after second coat has set firm and hard. Bring out
to beads and controljoints. Wood float after initial set to take off
high spots and ftll low spots leaving wall in a smooth, true and level
plane. Combined totalthickness of three coats shall be a minimum
ot 3/4'"
5) Application shall be continuous in one general direction without
allowing materials to dry at edges. lf full width of wall cannot be
covered at one time, joining shall be at natural division of surface
such as a controlioint or corner.
O. INSTALLATION OF TROWELED ACRYLIC FINISH
Strictly follow manufacturer's recommendations, particularly regarding base
curing time, surface preparation, temperature, coverages and precautions.
Using a clean stainless steeltrowel, apply acrylic coat in uniform thickness
required by manufacturer to produce textured finishes. Placed material shall
be floated using the type of tools and hand motions required to achieve
texture(s) matching existing.
Apply finish coat using sufftcient manpower and equipment to insure a
continuous operation without cold loints.
1.
cEP/031690 QC35/07244-5 BID SET
P. CLEANING AND PROTECTION
1. Textured wall system, including related trim and joint sealant shall be
protected against damage from subsequent construction.
2. Promptly remove temporary coverings and protection from adjacent surfaces.
3. All surfaces and ftnishes adjacent to textured wall system shall be inspocted
for damage after installation and repaired, replaced or cleaned prior to final
acceptance.
END OF SECTION
cEP/031690 oc35/072445 BID SET
sEcTloN 07250
FIREPROOFIT{G
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Spray or trowel applied cementitious fireproofing for application in concealed
locations to steel beams, steel columns, and items such as angles and
hangers for new structural steel.
C. QUALITY ASSURANCE
1. Fire Ratings: Provide materials and applications that have been tested in
accordance with ASTM El19 and listed by Undenariters Laboratories for fire
assemblies having 2 hour ratings indicated.
2. Applicator Qualifications: Licensed or approved by fireproofing
manufacturer. Applicator's personnelto have a minimum of 1 years
experience in use of equipment type and applications methods used.
O D. suBMrrrALs
1. Product Data: Manufacture/s specifications indicating required thickness,
density and application instructions to produce fire resistance specified.
2. Test Reports: By Undenrriters Laboratories or other recognized testing
laboratory indicating that materials conform to the performance criteria
specified and are accepted by testing laboratory for use in Fire Assemblies
indicated.
3. Manufacturer's Certificates:
a. Statement that seal coat will not adversely afiect fire- resistance rating
of fireproofing.b. Statement indicating conforman@ of materials with U.S. Environmental
Protection Agency Regulations.
cEProt3091 QC35r07250-1 BID SET
E. WARRANTY
1. Submit written warranty, signed by the installer and Contractor agreeing to
repair or replace any sprayed-on materialwhich has cracked, flaked or
peeled from the substrate due to defective materials or workmanship within a
period of two (2) years from the date of acceptance.
F. CEMENTITIOUSFIREPROOFING
1. Factory mixed, asbestos free, cementitious formulation of inorganic binders
and mineral aggregates conforming to FederalSpecification SS-S-111, Type
t.
2. Water: Clean, fresh, potable and free from deleterious substances.
3. Fungicide: Admixture recommended by the ftreproofing manufacturer for
inhibiting fungus growth. Either mill-mixed or site-mixed type.
4. Seal Coat Factory tinted weather resistant non-re-emulsifiable latex
compound, manufactured by fireproofing manufacturer, which inhibits dusting
and does not reduce fire resistance rating.
5. Mix: Per manufacturer's instructions for application method, substrates and
fire assembly or rating requirements.
a. Surface Burning Glassification (ASTM E84):
1) Flame Spread: 10 or less.
2) Fuel Contributed: 5 or less.
3) Smoke DeveloPed: 0.
4\ Each bag of material shall bear the label of the agency performing
testing.
b. Bond Strength: 80 pounds per square foot minimum per ASTM 8736.
c. Density: Minimum applied dry density of 14 pounds per cubic foot per
ASTM E605.d. Compressive Strength: 3.47 pounds per square inch minimum using
ASTM E761 test method.
e. Deflection: No cracking, spalling or delamination when subjected to a
downward bending deflection of 1/120th of the span using ASTM E759
test method.
f. Bond tmpact No cracking, spalling or delamination per ASTM E760.
g- Erosion Resistance: 0.025 grams per square foot maximum per
ASTM E859.
6. Marriott may employ an independent testing laboratory to sample and test
applied fireproofing.
a. cooperate with Marrioft Representative and inspection personnel in
furnishing samPles for tests.
cEProl3091 QC35r07250-2 BID SET
oo
b. Repair locations where samples are removed at no additional cost to
Maniott.
I(.7. Products:
a. "Monokote" - WR. Grace & Co.; Cambridge, MA (617) 876-1400.b. "Spray Don Std. J" - American Energy ProducG Corp.; Covina, CA
(818) 91$1428.c. "Cafco Blaze€hield" - lsolatel Intemational Corp.; Netcong, NJ (201)
347-1200.
G. CEMENTITIOUS FIREPROOFING APPLICATION
1. Use equipment approved by the manufacturer for locations and conditions
shown and existing at the site.
2. Examine surfaces to receive fireproofing before the application is started.
Do not proceed until conditions which may be detrimental to the proper
installation of fireproofing have been corrected.
3. Provide ventilation for proper drying of fireproofing. Provide temporary
equipment to circulate and exhaust outside air in spaces lacking openings for
natural ventilation.
4. Thoroughly clean surfaces to receive fireproofing of substances which
prevent proper adhesion of the fireproofing. Perform bond test to determine
if the paint formulation will impair proper adhesion.
5. Provide suitable temporary protection for exposed surfaces and finish' materials before application of fireproofing.
6. Install items required for attachment of other work to steel members prior to
application of fi reproofi ng.
7. Mix and apply fireproofing in accordance with the manufacturer's printed
instructions.
8. Produce thickness required for specified fire resistance utilizing a depth
gauge during application.
. 9. Apply seal coat over surfaces of in-place fireproofing according to
manufacturer's directions.
10. Repair fireproofing damaged by subsequent construction operations to
thickness required to maintain fire rating at no additional cost to Marriott.
cEPtot309l QC35107250-3 BID SET
H. CLEAN.UP
1. Contractor shall remove alldebris and trash from project site.
O2. lmmediately after completion of the application in each spaoe, floor and wall
areas, support devices such as hangers and all adjacent areas not receiving
fireproofing shall be cleaned of fireproofing materials.
END OF SECTION
CEP/013091 QC35r07250-4 BID SET
sEcTloN 07256
FIRE STOP SYSTEI'S
. A. RELATED DOCUTUIENTS
:
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Fire stop systems at new plumbing and electrical slab penetrations.
C. OUALITY ASSURANCE
1. Fire Ratings: Provide materials and applications that have been tested in
accordance with ASTM E119 and listed by Underwriterc Laboratories.
2. Applicator Qualifications: Licensed or approved by fireproofing manufacturer.
Applicator's personnel to have a minimum of 1 years experience in use of
equipment type and applications methods used.
D. SUBMITTALS
'l. Product Data: Manufacturefs specifications indicating required thickness,
density and application instructions to produce fire resistance specified.
2. Test Reports: By Undenrriters Laboratories or other recognized testing
laboratory indicating that materials conform to the performance criteria
specified and are accepted by testing laboratory for use in Fire Assemblies
indicated.
3. Manufacturer's Certificates: Statement indicating conformance of materials
with U.S. Environmental Protection Agency Regulations.
E. FIRE STOP SYSTEMS
1. Semi-rigid Fire Safing:
a. Semi-refractory mineralfibers produced from slag and thermosetting resin
binders; unfaced.b. Conforming to ASTM C612, Class 1 or 2.
c. Densi$: ASTM C167: T1l2 to 4'112 lbs.
d. Combustion Charac'teristics: ASTM E84.
1) Flame Spread: 15 or less.2) FuelContributed: 0.
3) Smoke DeveloPed: 10 or less.e. Product "Thermaflber Safing" - USG Interiors Inc.; Chicago, lL
(312) 606-5831.
cEP/030593 QC35/07255-1 BID SET
2. Intumescent t"o'
a. No. "2002" - Dow Gorning Corp.; Midland, M! (517) 496-4000'
b. "CS 195" - 3M Fire Protection Products; St. Paul, MN
(800) 328-1687.
3. Sealant (Select same manufacturer as for safing or wrap)
a. "Fire Dam 150 Caulk" - 3M Fire Protection Products; St. Paul, MN (800)
328-1687.b. "Smoke Seal Compound" - Thermafiber Division, USG lnteriors, lnc';
Chicago, lL (312) 321-,4000.c. "Fire Stop Sealant #2000'- Dow Corning Corp., Midland, Ml
(517) 496-4000.d. "special Series 100 Sealanf'- Specified Technologies Inc.; Somerville,
NJ (800) 992-1180.
F. INSTALLATION
1. Install in conformance with requirements for U.L. Category XHEZ - "Through
Penetration FirestoP" sYstem:
a. Three (3) hour floor assembly: UL System No. 449 or No. 437'
b. Two (2) hour wall assembly: UL System No. 450 or No. 465.
Z. Install at penetration of fire rated walls and floor-ceiling assemblies such as
duct, pipe and conduit sleeves and other voids to prevent Passage of fire,
smoke and other gases.
3. Seal abandoned holes in floor with epory mortar as specified in Section
03305.
END OF SECTION
cEP/030593 QC35/07255-2 BID SET
SEcTlOil 071160
WOOD SIDING
A. RELATEDDOCUTENTS
1. General Conditione apply to this Section.
B. WORK INCLUDED
'1. Woodboard Siding.
2. Accessoriee.
3. Fasteners.
C. SUBMITTALS
1. Product Data:
a. Manufacture/s technical literature with installation and storage
instructions for each product specified.b. Mark submittal to indicate component size and profiles, fastening
' methods, ioint detrails and accessories proposed for use.
2. Samples: As requested by Marriott Representative.
D. WARRANTY
1. Warrant Wood Siding against defects in materials, workmanship, and labor for
a period of 25 years from the date of final acceptance by the Marrioft
representative. Make repairs at no cost to Maniott.
E. WOOD SIDING
1. Meet the requirements of ANSUAHA A135.6.
2. Flame Spread Rating: 25 maximum by ASTM E&4.
3. Size and Profile: Match existing.
4. Finish: Factory Primed.
cEP/030593 QC35/07460-1 BID SET
F. ACCESSORTES
1. Building paper, sheathing and exterior wood trim specified in Section 06100 -
Rough Carpentry.
2. Flashing and metaltrim specified in Section 07600 - Flashing and Sheet
Metal.
3. Sealant at siding joints specified in Section 07900 - Joint Sealers.
4. Joint Mouldings: Manufacturer's standard performed units.
G. FASTENERS
1. Screws for Metal Framing: "Type S bugle head", length to penetrate 112 inch
minimum beyond flange of stud.
H. EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to Marriott
Representative all prevailing conditions that will adversely affect satisfactory
execution of work. Do not proceed with work until unsatisfactory conditions
have been corrected.
Z. Starting work constitutes acceptance of existing conditions and this Contractor O
shall then, at his expense, be responsible for correc'ting all unsatisfactory and
defective work encountered.
I. INSTALLATION
1. lnstall in accordance with manufacturer's instructions; appearance shall match
existing.
2. Fastener Locations:a. Spacing not to exceed 16 inches on center.
b. Place fasteners at top, t16=point and bottom of each course, at butt
joints and where siding terminates adjacent to trim'
c. Do not nail through grooves or shiplap edge.
d. Fasten each side.
3. Starting at a corner or butt joint, attach siding by placing fasteners from one
end to the other. Do not fasten from each end moving to the center of the
siding panel.
4. Locate butt joints over studs. Stagger between courses. Allow 1/32 spacing
gap for sealant.
cEP/030593 0c35/07460-2 BID SET
5. Install metalt|t,tU around fiaming: O1) Atncudoors.
2't At new and ralooated w{ndows.
3) At o<isting lowers at cxtencion of cxterior mechanical room.
4) \Mrere siding ontacts f,oors or slabs.
E {D OF SECTION
clc35107480-3CEPrO30593 BID SET
sEcTroN 07600
FI.ASHING AND SHEET ]IIETAL
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Sheet metal and/or flexible fabrication.
2. Clips, drips, and materials required for watertight, secure, and complete
installations of:
a. New exterior fiaming specified in Section 06100.
b. New stone walls specifted in Section O4400.
c. Repairs to exterior textured walls specified in Section 07244.
d. Wood siding specified in Section 07460.
e. New exterior wood doors specified in Section 08210.
f. New exterior store front specified in Section 08400.
g. Wood windows specified in Section 08624.
C. DELIVERY, STORAGE AND HANDLING
1. All materials shall be delivered undamaged and stored off of ground in a
dry place and shall be protected at alltimes.
D. JOB CONDITIONS
1. Examine areas for conditions under which work is to be performed.
Report in writing to Marriott Representative all conditions contrary to
those shown on the drawings or specified herein and all other conditions
that will affect satisfactory execution of work such as improperly
constructed substrates or adjoining work. Do not proceed with work
until unsatisfactory conditions have been corrected.
cEP/030593 QC35/07600-l BID SET
2. Starting work constitutes acceptance of the conditions under which work
is to be performed. After such acceptance, this contrac{or shall, at his
expense, be responsible for correcting all unsatisfadory and defective
work resulting from such unsatisfactory conditions.
E. MATERIALS
1. Aluminum: ASTM 8209, 3105H14 alloy and temper coil stock; shop
precoated on outside with minimum 1 milthick semi-gloss vinyl acrylic
finish in color to match window framing.
2. Fasteners: Type and size recommended by fabricator for use intended,
as approved by Marrioft Representative; compatible with sheet metal
fabrications being installed.
3. Sealanl Approved type, polyurethane per Specification Section 07900.
4. Flexible Flashing: Non-reinforced, homogeneous, waterproof,
impermeable, extruded thermoplastic elastomeric sheet, 0.020" (20 mils)
thick; one of the following by manufac'turer listed:
a. Nervastral HD - Rubber and Plastics Compound Company, Inc.
b. Type 20 WASCO Seal - York Manufacturing, lnc.
c. 20 Gauge Vi-Seal Plagtic Flashing - AFCO Products, Inc.
F. FABRICATION (General)
1. Obtain and verify field measurements prior to start of fabrication.
2. Fabricate corners mitered, soldered or welded as required, and sealed
as single unit.
3. Form sections square, true and accurate to size and profiles required,
free from distortion and other defects detrimentalto appearance or
performance.
cEP/030593 QC35/07600-2 BrD sEr o
G. INSTALLATION
1. Coordinate installation with sub-contractors and requirements or related
work referenced under 'Work Included" in Part 'Bu of this specification
sec'tion.
2. Installwork to be watedight.
3. Securely anchor sec{ions in place, using approved fasteners of type and
in size suitable for use intended and compatible with materials being
installed.
END OF SECTION
cEP/030593 QC35/07600-3 BID SET
o
O sEcnoN oTeoo
JOINT SEALERS
A. REIATED DOCUMENTS
1. General Conditions and Supplementary Conditions apply to this Section.
B. WORK INCLUDED
1. Sealing of interior and exterior joints around:
a. New exterior framing specified in Section 06100.
b. New stone walls specified in Section O4400.
c. Repairs to exterior textured walls specifted in Section 07244.-
d. Wood siding specified in Section 07460'
e. New exterior wood doors specified in Sec{ion 08210.f. New exterior store ftont specified in Section 08400.g. Wood windows specified in Sec{ion 08624.
2. Sealing of ioints in wet aroas.
3. Sealing of ends of wallcovering.
C. OUALITY ASSURANCE
1. Qualifications - Manufacturers: The names of manufacturers listed in this
section shall not be interpreted as being proprietary, but rather an indication
of material quality, installation and finish.
Z. Qualifications - Installer: All sealing work shall be performed by a firm that is
regularly engaged and specializing in sealing work of the character required in
the application of the materials specified herein.
D. SUBMITTALS
'1. Product Data:
a. Catalog cuts, specifications datra and installation details on all materials.
b. Color charts in duPlicate.
2. Samples: Color samples of each type of sealant. Generally, colors shall
match adjacent matedals and as selected by Marriott Representative.
cEP/030593 QC35/07900-1 BID SET
o
lTroNsE. JOB COND
1. Examine areas for conditions under which work is to be performed. Report in
writing to Marriott Representative all conditions contrary to those shown on
the drawings or specified herein and all other conditions that will affect
satisfactory execution of work such as improperly constructed substrates or
adjoining work. Do not proceed with work untilunsatisfactory conditions have
been corrected.
2. Starting work constitutes acceptance of the conditions under which work is to
be performed. After such acceptance, this contractor shall, at his expense, be
responsible for correcting all unsatisfactory and defective work resulting from
such unsatisfactory conditions.
F. MATERIALS
1. lnterior and Exterior Applications: Two-part, non-sag, polyurethane type,
ASTM C920, 20 year life exPectancY.
a. Dymeric - Tremco; Cleveland, OH (216) 292-5000.b. Dynatrol ll- Pecora Corp.; Harleysville, PA (215) 723'6051.
c. Chem Calk 500 - Bostik Construction Products; Huntington, PA
(800) 523-6530.
2. Interior Sealants: One-part, non-sag, acrylic latex type, ASTM C834, 10 year
life expectancy. (Do not use in wet areas)
a. Chem-Calk 600 - Bostik.b. Acrylic Latex - Tremco.c. AC-20 - Pecora.d. "C-900 Series" - Sherwin \Mlliams Co; Lanham, MD; contact Mark Soltis
at (301) 459-5005.
3. Sanitary Sealants: Mildew resistant, one'part, silicone rubber type for use in
in wet areas.
a. SCS-i700 - General Electric; Waterford, NY (518) 266-2315.
b. 786 - Dow Corning; Midland, Ml (517) 4964000'
c. 898 - Pecora Corp.; Harleysville, PA (800) 923-6688
4. Silicone Adhesive/Sealant:
a. "799" Silicone Sealant - Dow Corning Corporation; Midland, Ml (517)
496-4000.b. "Gontractorc 1000" Sealant - General Electric Co.; Waterford' NY (800)
255-8886.
cEP/030593 QC35/07900-2 BID SET
c. Sealant shall be clear.d. Location:
1) Use for attaching graphics.
2) Use for installing countertops.
5. Colors: Sealant material colors shall match colors of adjacent materials, as
selected by Marriott Representative from sealant manufacturer's standard
colors, unless noted otherwise.
6. Primers:
a. Primers as required and recommended by seSlant manufacturer.
b. Cleaner conditioner required for glass and glazed surfaces. Provide type
as recommended by sealant manuf;acturer.
7. Back-Up Materials: (For polyurethane sealant joints)
a. Bond Breaker Tape: 3 M's 470 or 481 tape, as applicable.b. Joint Backer Rod: Minimum ol25o/o wider than joint, type recommended
by sealant manufacturer.1) Closed cell polyethylene rod: Ethafoam - Dow Chemical; Midland,
MI
(800) 258-2436.
2) Open cell polyurethane rod: Denver Foam - Backer Rod Mfg. and
SuPPlY.
G. PREPARATION FOR POLYURETHANE SEALANT
1. Preparation of surfaces, joint packing and application shall be by workmen
trained in the preparation and application of materials proposed for use.
2. Examine joints and spaoes to be sealed. Do not proceed until unsatisfactory
conditions are conected.
3. Surfaces to be sealed shall be clean, dry and dust free. Surface and air
temperature shall be greater than 30oF. and less than 100oF. Remove paint
including lacquer from aluminum.
4. Pack deep joints with back-up material specified. Shallow joints shall use
non-bonding tape at bottom of joint. Joints shall be approximately one-half
depth to width when ready for sealant. Generally, the minimum depth shall be
1/8" and maximum dePth 12".
5. Coordinate installation with sub-contractors and requirementE of related work
referenced under 'Work Included in Part "8" of this specification section.'
cEP/030593 QC35/07900-3 BID SET
oH. SEALANT INSTALLATION (Genenl)
1. Remove existing residue and clean contact surfaces as reoommended by
manufacturer before new sealant is installed.
2. Prime surfaces and install materials in strict accordance with manufacturer's
written directions; backing rods shall be compression fit.
3. Mask to prevent staining adjacent surfaces.
4. Tool sealant to produce proper joint profile, fill voids and ensure full contact
with sides of joint.
5. Remove excess sealant from adjoining surfaces.
END OF SECTION
cEP/030593 QC35/07900.4 BID SET
o
sEcTtoN 08100
HOLLOW XIETAL DOORS AND FRA]SES
A. REI-ATED DOCUMENTS
1. General Conditions apply to this Sestion.
B. WORK INCLUDED
1. Hollow metaldoors with fixed louvers.
2. Hollow metalftames.
C. HOLLOW METAL DOOR AND FRAIUIE MANUFACTURERS
1. Ceco Corporation; Oakbrook, lL (910) 22*0887.
2. Fenestra Corporation; Erie, PA (814) 838-2001.
3. Steelcraft, American-standard Company; Cincinnati, OH (513) 745-6400.
4. Curries Unit of B. Foster Company; Mason City, lA (515) 423-1334.
O 5. Republic Builders Products; McKenzie, TN (901) 352'3383
D. HOLLOWMETALDOORS
1. SDI Grade tl, Model 2, door type 2P2L.
2. Door Thickness: 1-3/4".
3. Face Thickness: 16 gauge.
4. Material: Cold rolled galvanized sheet steel conforming to ASTM A366.
a. Frame: 20 Gauge, minimum.
b. Blades: Inverted V type, 20 gauge, minimum.
S. Provide doors fabricated with fixed blade type louvers conforming to SDI lll-C.
6. Provide 1/2" undercut above pooldeck.
7. Provide double doorc 2'6" x 6'8" at new whirlpool equipment door-
cEP/030692 oc35/08100-1 BID SET
E. HOLLOW METAL FRAMES
1. Slip-on steelframes:
a. Provide screw licked, mitered c€rner type.
b. Material: 16 gauge cold rolled, galvanized or zinc coated steel per SDt
100.
c. Frames for double swing doors D606 and D607 do not have double
rabbet.
2. Jamb Anchors:a. Provide three (3) adjustable compression type anchors per jamb (minimum
6 Per frame).
b. Provide additional security anchor on strike jamb consisting of a
compression anchor at 3-1 12" from head of door frame and a "Z" type
security anchor at 45" above the floor.
3. Base Anchors: Two (2) 18 ga. per frame, punched for 2 floor fasteners each.
4. Provide preparation for rubber silencers on interior room door frames; three
per strike jamb at single doors.
F. FABRICATION
1. Conform to ANSI/SDI-100 with fabrication tolerances allowed by SDI-117.
2. Finish: Bonderize surfaces and apply manufacturer's standard baked-on,
rust-inhibiting primer. Finish painting is specified in Section 09900.
3. Fire Rating and Label:
a. Attach labelto rated frames.
b. Testing shall have been done in accordance with ASTM E152, UL10(b) or
NF|PA No. 252.
c. Location:
1) 45 minute "C" rating at doors from new storage to corridor.
2) 90 minute "8" rating at doors trom restaurant to second floor lobby.
(alternate)
cEP/030692 oc3s/08100-2 BID SET
o
PREPARATIONG. }IARDWARE
1. Conform to SDI-107, ANSI A115 and the requirements of Sec{ion 08700.
2. Mortise, reinforce, ddll and tap doors and ftames at the factory to receive
scheduled hardware. Verifo special preparations required.
3. Drill and tap in the fietd for surface applied hardware including door guards
closers, card holders, and kick plates.
4. Head of frames receiving closers shall be reinforced with a 12 gauge plate.
I. INSTALLATION
1. Conform to SDI-105. Installfire rated fames in accordance with NF|PA 80.
2. Install frames solidly. Set plumb, square, without rack or warp and with
proper oPening width and height.
3. Fasten base anchors to floor and brace frames to retain position during
construction of adjacent work.
4. Adjust metal doors for 1/8" clearance at iambs and head.
f 5. Repairs:
-a. Fill surface depressions with two-component auto body putty, allow to
cure, and sand flush for invisible joint with adjacent metal surfaces'
b. Sand rust areas.
c. Apply to atl sanded areas metal paint primer compatible with shop finish.
END OF SECTION
cEP/030692 QC35/0810G3 BID SET
sEcTroN 08210
wooD DooRs
A. RELATED DOCUMENTS
1. General Conditions apply to this Sec{ion.
B. WORK INCLUDED
1. Flush wood doors.
2. Dutch door.
3. Door panel cover for horizontal sliding fire door.
C. QUALITY ASSURANCE
1. Architectural Woodwork Institute (AW) Architectural Woodwork Qudfi
Standards, Section 1300 for flush doors and Section 1200 for Louver Doors
and Openings.
2- American National Standard and NationalWood \Mndow and Door
Association: ANSUNWT,DA 1.S.1 - Wood Flush Doors.
O 3. Fire rated doors shall meet ASTM E152 test requirements and carry labels
from either Undenrvriters Laboratories, Inc. (UL) or Warnock Hersey
lnternational, Inc.
4. National Fire Protection Association (NFPA) Publication No. 80 - Fire Doors
and \Mndows.
D. DELIVERY, STORAGE AND HANDLING
1. Package doors in vented poly bags with identiffing marks prior to shipment.
Doors shall not be removed from bags until ready to hang. After hanging,
bags shall be placed over doors to provide protection until area in which
doors are hung is free of construction trafftc.
2. Store doors ofi the floor at least 3" in an area that is not susceptible to
standing water or high moisture. Store doors in an upright position with
spaoers or corner caps separating each door.
cEP/103094 QC35/08210-1 BID SET
E. WARRANW
1. N\M /DA standards, and warp in excess of 1t4" in the plane of the door shall
be considered one of the defects not permitted under terms of this warranty.
a. Solid Core Doors: Two (2) years.
2. Manufacturer shall note on warranty form that no provisions of the warranty
have been voided or nullified in installation of door. Warranty shall be
furnished promptly upon completion of installation of door.
F. FLUSHWOODDOORS
1. Manufac{urers:
a. Algoma Hardwoods Inc.; Algoma, W (800) 678-8910.b. Weyerhaeuser Commercial Door Div.; Marshfield, W (715) 387€331.
c. lPlK Door Co. Inc.; Kenner, LA (504) 469-3666.d. Mohawk Flush Doors Inc.; Northumberland, PA (717) 473-3557.
e. Buell Door Co.; Dallas, TX (800) 556-0155.f. VT Industries; Holstein, lA (712) 368'4381'
2. Face Veneers:
a. Stain Finish: Premium grade, Quarter Sawn Marple uniform color. O
3. Stiles:
a. Size:1) Minimum 1-3l8" deep after sanding for non-rated and 20 minute
doors only.
2\ Minimum '112" after sanding for 1-112 hour rated doors.
b. Hardwood of mill option species to match grain pattern of face veneer.
4. Rails:
a. Same hardwood as stiles.
b. Top Rail: Minimum 1-718" high.
c. Bottom Rail: Minimum 1-718" high after undercut.
d. Doors receiving closers shall have hardwood top rail minimum thickness
in height of 2-314" afier sanding.
5. Adhesives: Types I (waterproof) for face assembly; Type ll (water resistant)
elsewhere.
cEP/103094 QC35/08210-2 BID SET
o
Construction:
o
Custom
o
6. Solid Core AW - Section 1300 -
a. Non-rated Grade: AW Type PC-S.
1) Core of particleboard meeting the requirements of ANSI 4208.1,
Grade "1-LD-l'.2l Uniform density of 28 pounds minimum per cubic foot.
b. Rated Grade: AW TygeFD 1-112.
1) Core of non-combustible, mineraltype containing no asbestos;
construction TYpe FDS.2l Uniform density of 26 pounds minimum per cubic foot.
c. Rated Grade: AW Type FD 45 and 20.
1) Core of particleboard; construction type PCS.
2) Uniform density of 28 pounds per cubic foot.
3) Location: Doors from new storage to conidor.
7. Fabrication:
a. Stiles, rails and core shall be fully bonded together with adhesive and
sanded smooth prior to laminating of face veneer.
b. Cross bands and faces for PC type doors shall be laminated to core by
the hot plate process.
c. Prefit and premachine doors for hardware specifted in Section 08700.
d. Undercut:1) 1/4" above thresholds.
2) "Doors swinging over carpet = 3l4" above concrete.
H. DUTCH DOORS
1. Solid Core Construction: AW-Section 1300'custom.
2. Non-Rated Grade:AWITYPe PC-5.
3. Core of Particleboard Meeting the requirements of ANSI A208.1 Grade
"1-LD-1".4. Uniform density of 28 ounds min. per cubic foot.
5. Location and Size:
a. Door at bar pick-up to service room'
b. Bottom half with shelf 3'-0' x 3'€' x 1 314" - shelf shall be 2'€" x 6" x
3/4" with 1" sq. hard-wood edging, provide 2 gussets under shelf at 6"
from each end of shelf.c. Top half 3'-0" x 3'-2" x 1 314".
6. General requirements are the same as standard flush doors specified in
Article F. this section.
cEP/103094 oc35/08210-3 BID SET
I. INSTALLATION
1. Clearances: 3/16 inch at jambs and heads; 1/8 inch at meeting stiles of pairs
of doors unless required othenrise for scheduled hardware.
2. Trim non-rated doors equally from both sides when fitting for width and from
top and bottom when fitting for height. Do not trim more than 3/4" from each
edge.
3. Trim, fit and installfire rated doors in accordance with NFPA 80.
4. Hang doors and adiust for proper clearances and operation.
5. Refer to Section 08700 for surface applied hardware requirements and
locations. Coordinate hardware requirements with the Maniott
Representative.
6. Seal field cuts in top and bottom rails and for hardware with 2 coats of oil
based paint or varnish.
I. CLEANING AND PROTECTION
1. Clean door and dry wipe with a soft cloth.
2- After instaltation, protect doors from damage during subsequent construction
activities. Damaged doors will be rejected and shall be replaced at no
additional cost to Marriott.
END OF SECTION
cEP/103094 QC35/08210-4 BID SET
o
sEcrloN 0821s
CUSTOM WOOD DOORS, SIDEUGHTS AND FRAMES
A. REI.ATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Stile and rail doors:
a. French doors.
b. Glass doors.
2. Wood door frame.
3. Sidelights.
4. Gustom door at entrance to Ski Shop.
C. OUALITY ASSURANCE
1. Architectural Woodwork Instilute (AWl) Architectural Woodwork Quality
Standards, Section 1400 for stile and rail doors.
a. Custom grade.
b. Panel construction.
2. American National Standard and NationalWood Window and Door
Association: ANSI/NWWDA 1.S.6'Stile and Rail Doors-
D. DELIVERY, STORAGE AND HANDLING
1. package in vented poly bags with identifying marks prior to shipment. Do not
remove from bags until ready to hang. After hanging, bags shall be placed
over doors to provide protection until area in which doors are hung is free of
construction faffic.
2. Store off the floor at least 3" in an area that is not susceptible to standing
water or high moisture. Store in an upright position with spacers or corner
caps separating each package.
E. SUBMITTALS
1. Shop Drawings: Door Schedule showing elevations of each door type,
conitruction details, dimensions, undercuts, ftnishes and hardware
cEP/o13091 QC35/08215-1 BID SET
pr"p"r"tionr$oors shallbe numbereO in accorfice with the Door
Schedule on the drawings.
2. Product Data: Manufacturers catalog cuts and illustrations of all door types to Obe provided.
3. Samples: Of selected venears and ftnishes.
F. WARRANTY
1. NWWDA standards and warp in excess ol1/4" in the plane of the door shall
be considered one of the defects not permitted under terms of this warranty.
a. Stile and Rail Doors: One (1) year.
2. Manufac.turer shall note on warranty form that no provisions of the warranty
have been voided or nullified in installation of door. Warranty shall be
furnished promptly upon completion of installation of door.
G. STILE AND RAIL FRENCH DOORS AND SIDELIGHTS
1. Stiles and Rails:
a. Manufacturer's standard oak species.
b. Use vertical grain, solid stock.c. 1-3/8" thick.
2. Mullions, Muntins and Panels: Same species as stiles.
3. Door and Fixed Sidelight Panel Design and Size: Custom per drawings with
1/8" tempered clear glass authentic divided lights.
4. Fabrication:
a. Door and fixed sidelights shall be assembled with mortise and tenon or
doweled joints.
b. Premachining: Premachine and prefit doors for hardware specified in
Section 08700 - Hardware.
c. Tolerances:1) Head and Jambs: 1/8" clearance for swinging doors.2) Meeting Style: 3 degree bevel.
3) Undercut from concrete is 3/4".
d. Factory Finishing: (Stain)
1) Four Coat Finish: Mor-Shield sealer coat, combination filler stain and
two coats of clear resin. (3 mils. dry finish film thickness all
surfaces.)
2) Apply polyurethane sealer coat by spray or roller. Fully pad into
surface and wiPe off.
cEP/o13091 oc3s/0821s-2 BID SET
oo
3) Apply combinEtion ftller-stain by spray or roller. Fully pad into
surface and wipe off.4) Apply final finish of two cos of clear, transparent, catallzed
conversion resin by spray or roller.5) Edges: Finish all edges to match fiace of door.6) Refer to Finish Sciedule on drawings for stain finish.7) Field touch-up of stain finish shall matci fiactory application.
5. Stile and Rail Door and Fixed Sidelights Manufacturer: Morgan Products Ltd.;
Oshkosh, Wl (414) 235-7170.
6. Locations:
a. Doors and fixed sideligtrts from Restaurant to Private Dining.
b. Fi;xed sidelights be'tween Private Dining and Corridor.
H. FRAMES:
1. AWI:
a. Conform to 9008.
b. Custom grade, transparent type two with a Cleass'A" fiame spread
rating.
2. FullJambs and Head:
a. Profile: Single RabbEt.
b. Minimum Thickness: 3/4".c. Species: Plain sawn red oak conforming to AWI 100 and 200, grade ll.
3. Casing: Similar to AWI 14331.
4. At fixed sidelights in Restaurant provide A.W.l. profile sill.
I. STILE AND RAIL GI.ASS DOORS AND SIDEUGHTS
1. Stiles and Rails:
a. Manufasturer's standard oak species.
b. Use vertical grain, solid stock.c. 1-3l8" thick.
2. Door and Fixed Sidelight Panel Design: No. OAK-1501 with 1/8" tempered
clear glass.4. Fabrication: Same requirements as for frencfi doors herein specified.
5. Stile and Rail Door and Fixed Sidetights Manufacturer: Morgan Products Ltd.;
Oshkosh, Wl (414) 235'7170.
cEP/013091 oc3s/0821s-3 BID SEr
o. Location
"nJQr"r,
a. Doors and sidelights are between Bellman Stand Area and Gonference
Lobby.
b. Sizes for doors are 3'-0"x6'€"; side lights are custom sized as shown on
drawings.
J. CUSTOM DOOR AT ENTRANCE TO SKI SHOP
1. Conform to NWWDA l>S>6, standard grade.
2. Door is Model No. 371 as manufactured by Pinecrest; Minneapolis, MN
(612) 871-7071.
3. Stiles and Rails:
a. Red Oak.b. 1-3l4" thick.
4. Door shall be furnished with 1/4" clear beveled safety glass by Pinecrest.
5. Fabrication:
a. Door shall be assembled with mortise and tenon or doweled joints.
b. Premaciining: Premachine and prefit door for hardware specified in
Section 08700 and to fit into existing hollow metal door frame.
c. Tolerances:1) Head and Jambs: 1/8" clearance for swinging doors.
2) Undercut from concrete is 3/4".
d. Size: 3'-0"x6'-8" (Field VertfY).
6. See Finish Schedule on drawing for stain.
7. Following Pinecrest written instructions, seal and stain wood as indicated in
Specification Section 09900.
K. EXTERIOR STILE AND RAIL DOOR
1. At tap PoolArea, reuse left hand reverse bevel door and frame in new
location shown on drawings.
2- Coordinate with adjacent existing fixed wood window, see Specification
Section 08624.L. INSTALLATION
1. Door types, sizes, finish and locations are indicated on Drawings.
cEP/o13091 oc3s/08215-4 BID SET
2. Glearances: 1/8 inch at jambs and heads; 1/8 inch at meEting stiles of pairs
of doors unless required otherwise for scheduled harchrare; underctrts as
required.
3. Trim doors equally from both sides when fifting for width and from top and
bottom when fttting for height. Do not trim more than 3/4'from each edge.
4. Hang doors and adjust for proper clearances and operation.
5. Refer to Section 08700 for hardware requirements and locations. Coordinate
hardware requirements with the Marriott Representative.
6. Sealfield cuts in top and bottom rails with 2 coats of oil based paint or
varnish.
M. CLEANING AND PROTECTION
1. Clean door and dry wipe with a soft cloth. All mars, scratches and other
blemishes on door faces and edges shall be repaired and refinished to match
the adjacent surfaces.
2. After installation, protect doors and frame from damage during subsequent
consruction activities. Damaged doors and frames will be reiected and shall
be replacsd at no additional cost to Marriott.
END OF SECTION
cEP/013091 oc35/m215-s BID SET
sEcTroN 08330
COILING DOORS AND GRILLES
A. RELATED DOCUTIIENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Wood counter shutter.
C. SUBMITTALS
1. Product Data: Manufacturer's technical literature with installation and storage
instructions for each product specified.
2. Shop Drawings: Rough-in diagrams. Jamb and head details.
D. DELIVERY, STORAGE AND HANDLING
O 1. Deliver materials to job site in unopened containers bearing manufacturer's
name and content identification.
2. Store materials as recommended by the manufacturer.
E. WOOD COUNTER SHUTTER
1. Location: At service bar within casual restaurant.
2. Operation: Manual(Push-uP)
3. Curtain: Double rabbefted Ash wood slats, interlocked by means of spring
tensioned steel aircraft cables concealed within the slats.
4. Bottom Bar: Matching wood rail5'112" x 1-5/8"-
5. Guides: Matching wood for face mounting.
6CEP/030593 QC35/08330-1 BID SET
6. uooo: coorotte with new and existing ceiting
"oQ,,,on+
where exposed
use 3/4" plyrivood with Red Oak veneer.
7. Shop Finish: Sanded and ready for field staining as specified in Section
09900.
8. Sizes: Field measure; approx. 6'6" long by 3'3" high.
9. Hardware:
a. Brass pulls on inside boftom bar.
b. Thumb-turn dead bolt with brass finish'
10. Product Furnish and install roll-up wood counter shutter type LDW-2 as
manufactured by Living Doors, Inc'; Yaphank' NY (800) 233-1530'
F. EXAMINATION
1, Examine areas in which work is to be performed. Report in writing to Marriott
Representative all prevailing conditions that will adversely affect satisfactory
execution of work. Do not proceed with work until unsatisfactory conditions
have been corrected.
Z. Starting work constitutes acceptance of the existing conditions and this
Contraitor shall then, at his expense, be responsible for correcting all
unsatisfactory and defective work encountered.
G. INSTALLATION
1. lnstall roll-up shutters complete with accessories in accordance with approved
shop drawings and manufacturer's installation instructions.
2. Adjust for smooth operation, free from warp, twist or distortion.
END OF SECTION
6CEP/030593 QC35/08330-2 BID SET
A.
B.
:sEcTloN 08370
HORIZONTAL SLIDING FIREDOOR
RELATED DOCUMENTS
1. General Conditions apply to this section.
WORK INCLUDED
1. Fire rated, accordion-type, firE door.
2. Guide track and suspension system.
3. Motor and battery pack.
OUALITY ASSURANCE
1. Installation shatl be accomplished by factory trained personnel.
2. Fire door shall be listed by Underwriters Laboratories for ratings as
indicated, when tested in accordance with the requirements of UL 1OB
and.ASTM E-152.
SUBMITTALS
1. Indicate required stacking depth, storage pocket width and height of
header above finished floor. Show installation details, layout, and
electrical requirements.
a. Large Scale Details: Show materials, sizes, panel construction,
suspension system details, edge and perimeter conditions,
anchorage details and hardwar€, controls and operator installation
details.b. Loading: Show static and dynamic loads on building structure.
c. Special Details: Show special dEtails differing from manufacturer's
standard details as indicated in the manufacturer's technical
literature.d. Clearly indicate details of construction for work to be done by
others and required for a properly performing firedoor system.
2. Template Drawings: show location and size of anchorage to building
structure and other pertinent information required to prepare structure for
installation of fire door system hangers.
c.
D.
o22495 oc35/o8370-1 BID SET
o
E. DELIVERY, STORAGE, AND HANDLING
1. Deliver to the job site in manufacturer's original, unopened package.
Supervise unloading and handling.
F. COORDINATION BY GENERAL CONTRACTOR
1. Assure accurata installation of header, jamb, and Trim. Provide field
dimensions for fabrication.
Z. Electrical rough-in shall be in-place and ready for final connection when
fire door assembly is erected. Assure access to and proper clearance for
motor operators.
3. After testing the fire-alarm system, automatic-closing fire door shall be
re-set to the original Positions'
G. WARRANW
1. Materials and installation shall be warranted against defects in
workmanship for a period of one (1) year from the date of substantial
comPletion.
H. PRODUCT
1. Horizontal sliding accordion-type fire door shall be model Won-Door a
FireGuard 90 as manufactured by Won-Door Corporation; Salt Lake City,
ur (800) 453-8494.
I. MATERIALS
1. Two parallel, accordion-type walls of panels independently suspended
with no pantographs or interconnections except at the lead-post.
2. panels shallbe formed of 24-gauge enamel coated steel and V-grooved
for strength and resilience. Panels shall be connected by full height 24-
gauge enamel coated steel hinges.
o22495 oc35/08370-2 BID SET
3.Suspension System shallconsist of two 14-gauge cold rolled steeltracks
on 8" (.203) centers attached to the overhead structuralsupport.
a. Each lead post shall be suspended by a 8-wheel ball bearing
trolley.
b. Each panel shall be suspended by a steel hanger pin and a 1'1 14"
diameter ball bearing roller.
Lead-posts shallbe of 24-gauge cold rolled steeland shallbe connected
by specially formed steel panels. An internally mounted stabilizer bar
shall keep lead-posts plumb and in proper alignment during operation and
insure a tight fitting closure.
Perimeter Seals shall consist of continuous extruded vinyl sweeps
attached to th6 top and bottom of the fire doors to form a smoke and
draft seal.
Closing system shall consist of an electronic control box, motor drivE
assembly and leading edge obstruction detector. ln case of fire ,closing
system shall be activated by the building's fire/smoke detection
equipment and automatically close the Fire door. Motors shall be
operated by DC power supplied from a l2-volt maintenance-free battery
located in the electronic control box. Batteries shall be continuously
charged by the building's electrical service and be automatically
maintained at capacity. Fire door may be operated manually in either the
conventional or emergency mode.
Electronic Control Box shall house the microprocessor logic board,
interconnect board, 12-volt maintenance-free battery, power supply
charger, and motor control relays' Location of the box shall be within 25
conduit feet of the motor drive assembly in a minimum one (1) hour rated
enclosure. The microprocessor shall initiate a loud audible signal should
any of the following conditions arise:
High or low AC voltage.
High or low DC voltage.
Drive train malfunction.
Limit switch malfunctlon.
Key switch malfunction.
ROM or RAM check-sum error.
4.
5.
6.
a.
b.
c.
d.
e.
f.
o22495 oc3s/08370-3 BID SET
Motor Drive Assembly shall consists of a DC gear-motor, limit switch,
torque limiting device, drive sprocket and clutch. The motor shall drive
the fire door by means of a chain attached to the stabilizer bar trolley.
Motor drive assembly shall be located within a one (1) hour fire rated
enclosure.
Fire door shall be equipped with a pressure sensitive leading edge such
that each contact with an obstruction shall cause the door to stop and
pause before attempting to re-close. Fire doors can be manually opened
at any time by pushing against the leading edge.
Ant-sway cables shall prevent door from being easily moved laterally.
Color shall be manufacturers standard No. 55, Platinum.
SUSPENSION SYSTEM
1. Provide framing to support both static and dynamic loads with a
minimum of safety of 1.5.
2. Engineer to provide maximum track deflection of L/360 for entire span.
3. Provide slotted, 12 GA, steelchannels with down turned edges designed
to accept special spring attached, slotted nuts for 1/2" threaded steel
rods spaced 18'o.c. across opening and 12" o.c. in stack area'
4. Bolt steel channels to slab 12" o.c.
5. Finish: Rust-inhibiting, acrylic enamel paint, electro deposited and baked
on (perma-green ll).
6. Steel channel is Model No. P3ooosL as manufactured by unistrut
diversified products; Wayne Ml (800) 521-7730.
K. EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to
Marriott Representative of prevailing conditions which will adversely
affect the satisfactory execution of work. Do not proceed with work
until unsatisfactory conditions have been corrected.
7.
L
9.
10.
J.
022495 oc35/08370-4 BID SET
2. Starting Work constitutes acceptance of the existing conditions and this
contractor shall then, at his expense, be responsible for. correcting
unsatisfactory and defective Work encountered.
L. PREPARATION
1. Openings shall be to the dimensions specified, plumb and level.
2. Headers shall be leveled with the finished floor to within + l-1116" (.002)
tolerance over the entire l€ngth of the opening.
M. INSTALLATION
1. Install fire door system in accordance with the manufacturer's written
instruction.
2. Adjust system to provide smooth operation.
3. Lubricate bearings and sliding parts.
4. Notify Marriott within 48 hours of completion of installation and
adjustment for purposes of scheduling field testing before the turn over.
. END OF SECTION
o22495 oc35/08370-s BID SET
sEcfloN 0E380
TRAFFIC OOORS
A. RELATED DOCUTIIENTS
1. General Conditions and Supplementary Conditions apply to this Sec'tion.
B. WORK INCLUDED
1. Two double ac.tion doors at restaurant torftom kitchen.
C. SUBMITTALS
1. Product Data: Manufacture/s technical literature with installation and
storage instruction for each product specifted.
2. Shop Drawings: Rough-in diagrams, jamb and head details.
3. Samples: lf requested by Maniott Representative.
4. Contract Closeout:
a. Maintenan@ Manuals: In Duplicate.
D. DELIVERY, STORAGE AND HANDLING
'1. Deliver materials to job site in unopened containers bearing manufacturer's
name and content identification.
2. Store materials as recommended by the manufacturer.
E. DOUBLE ACTION DOOR (KITCHEN AREA)
1. Solid core 3/4" exterior grade plywood with factory applied .032 inch thick
high pressure laminate both sides.
2. 18 inch high, 18 gauge stainless steel kick plates both sides.
3. 18 gauge stainless steeledge trim and hinge covers.
4. Msion Lite: 9 inch by 14 inch clear acrylic safety window set in black
rubber molding.
O ccs/oel1eo QC35/08380-1 BID SET
ot
5. Plastic laminated finish: Color/pattern indicated on Finish Schedule.
6. Hardware: Easy swing hinges and fasteners.
7 - Double Action Door Opening: 72 inches x 84 inches; "Model SCP-8MC" -
Eliason Corporation; Kalamazoo, Ml (800) 828-3655.
F. EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to
Marrioft Representative all prevailing conditions that will adversely affect
satisfactory execution of work. Do not proceed with work until
unsatisfactory conditions have been conected.
2- Starting work constitutes acceptance of the existing conditions and this
Contractor shall then, at his expense, be responsible for correcting all
unsatisfactory and defective work encountered.
G. INSTALLATION
1- lnstall double action doors complete with accessories in accordance with
approved shop drawings and manufacturer's installation instructions.
2. Adjust doors to operate smoothly and be free from warp, twist or distortion.
3. ln closed position, door shall line-up at meeting stile.
H. CLEANING
1. Clean doors following procedures recommended by the manufacturer.
END OF SECTION
cGS/091190 QC35/08380-2 BID SET
sEcTloN 08400
ENTRANCES AND STOREFRONT
A. RELATEDDOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Exterior storefront and doors.
2. Interior doors and frames.
C. PERFORMANCE REQUIREMENTS
1. Water Penetration: ASTM E 331. No water penetration at a test pressure of
6.24 PSF.
2. Structural Properties: ASTM E 330. 30 PSF acting inward and outward.
Deflection not to exceed 11175 of span.
3. Air Leakage (linear foot of perimeter crack): ASTM E283.
a. Fixed Wndow Walls: 0.06 CFM per sq. fi. of total exterior surface areas.
b. Single Doors: Maximum of 0.05 CFM.
4. Allequipment must operate between -20"F. and 120"F. in all climatic
conditions.
5. Provide for expansion and contraclion within a temperature range of 20o to
+165o F.
6. Thermal Performance: ASTM E 236.
7. Provide entrances and storefront framing system by same manufacturer.
D. SUBMITTALS
1. Product Data: Manufacturer's technical literature with installation instructions.
2. Shop Drawings: Detailed shop and installation drawings of ftaming, doors and
frames. Show full size aluminum sections, glazing and hardware, thickness of
members, methods of construction, means of anchorage, types and locations
of sealants and reinforcing.
cEP/030593 QC35/08400-1 BID SET
3. Samples: rr rtsteo by Maniott Representat,u". C
a. Typical extruded shapes, @rner ioints, anchors and fasteners.
b. Color chips or panels for the approval of the Marriott Representative.
c. Sealant to match approved frame color.
4. Contract Closeout:
a. Warranty: In duPlicate
E. QUALITY ASSURANCE
1. Reference Standards: Applicable requirements of standards and specification:
Referenced herein apply to the work of this section.
a. Architestural Aluminum Manufacturers Association (AAMA) latest
publications.
1) Aluminum Store Front and Entrance Design Guide Manual.
2) Metral Curtain Wall \Mndow Store Front and Entrance Guide
sPecifications.b. National Association of Architectural Metal Manufacturers (NAAMM):
Metal Finish Manual'
Z. lnstaller Qualifications: Not less than five (5) years continuous experience in
storefront work and not less than five (5) years experience as an authorized
installer of entrance and storefront system being installed.
F. DELIVERY, STORAGE AND HANDLING
1. Deliver materials to job site in unopened containers bearing manufacturer's
name and content identification.
2. Store materials as recommended by the manufacturer and Marriott
Representative.
G. WARRANW
1. Aluminum Framing and Doors: Five (5) years against leaks, structural
inadequacY and defects.
2. Finishes: Five (5) years against checking, crazing, peeling, chalking, fading'
pitting, and chemical resistance'
cEP/030593 QC35/08400-2 BID SET
oo
H. STOREFRONT SYSTETS AND ALUMINUT AND GLASS DOORS
O 1. Aluminum: ASTM B 221,6063T5 alloy for extrusions and 3003 or 5005 for
sheet stock. Frame thickness minimum 0.125 inch.
2. Finish: "Dark Bronze Anodized", Architectural Class 1 Coating M-M12-C22'
A44,
3. Glazing Materials:
a. Gaskets: NS (non-stretch high shore) vinyl, compatible with aluminum
and sealing materials, with weep holes 6" on center maximum at sills.
b. Back-bedding:1) Ductile glazing tape conforming to MMA 804.1.2, Bonding-type glazing tapes conforming to AAMA 806.1.
3) Cured rubber glazing tapes conforming to AAMA 807.1.
4. Join exterior and interior members internally with a non-reversible, non-
conductive, injection molded clips capable of withstanding a direct pull of not
less than 200 pounds each.
5. Form intermediate horizontalframing sections narrower in depth than the
vertical framing sections, to conceal sawcuts where horizontals and verticals
abut.
6. Frame sections shall accept glass units indicated on the drawings and
specified in Section 08800 - Glazing.
7. Glaze framing from the exterior with all horizontals provided with continuous
flashing to the exterior. No exposed screws shall be permitted.
8. Make provision within storefront components to provide for expansion and
contraction within a temperature range of '20"F to + 165oF.
9. Anchors and Fasteners:
a. Exposed: Aluminum or stainless steelpainted to match aluminum finish.
b. Other Fasteners: Carbon steel with heavy cadmium plate per ASTM A
165.
; 10. Weep Systems:
a. Design glazing system so that moisture does not accumulate in the
glazing channel.
cEP/030593 QC35/08400-3 BID SET
b. tn"orpor"?enough weep hotes to ensure."#* drainage. \Men the
weep system consists of weep holes at the sill, provide holes at least 3/8
inch in diameter when they are in a location that may be subjected to
driving rain. The holes can be smaller in protected areas, but not less
than 1/4 inch in diameter.
11. Sealants:
a. Materials used within assemblies to seal metalto metal non-working
joints shall comply with AAMA 803.3.b. Sealing materials used between components to be suitable for the
application as specified and approved by storefront manufacturer. Color
to match adjacent materials.
12. Side Light Base shall consist of ftaming the full width of mullions and at least
4 112" high.
a. At inside bottom edge provide matching aluminum sillflashing.
b. Stops shall accommodate 1" insulated glazing.
c. Set base on ll4" treated wood blocking held 1/4" back from face of
framing for sealant joint; see Specification Section 07900.
13. Products: Provide one of the following products, subiect to conformance with
the requirements specified: (See item 16 below).
a. "Vistawatl Series 30OOO' - Butler / VistawallArchitectural Products; O
Terrell, TX (214) 563-2624.
b. '451T'- Kawneer Co., Inc.; Norcross, GA (404) 449-5555.
c. 'lGS450' - Amarlite Architectural Prod.; Parsippany, NJ (201) 334-1221.
14. Continuous steel reinforcement, set in mullions between swing doors and
fixed glass framing.
15. Glazing: 1 inch insulating glass for storefront and ll4" single pane for doors
as specified in Section 08800.
16. Column Covers: Pre-formed break metal sections as shown on Drawings
conforming to requirements for adjacent aluminum framing complete with
friction clips and fillers as required.
I. ALUMINUM AND GLASS SWING DOORS AND FRAMES
1. 3'-0" x 7'-0" offset pivot hung with sloped glazing stops designed to accept 1/4
inch tempered glass. Provide radius lock stile.
2. Products:
a. "Vistawall Series 375" - Butler / VistawallArchitectural Products; Terrell, O
cEP/030593 QC35/084004 BID SET
o
TX (2141 ffi3-2824.b. "Sories 350 Medlum Stile" - Kawneer Go., lnc.; Norcross, GA (404) 449-
5555.c. "tlodel 73" - Amarlite fuchiteclural Prod.; Parsippany, NJ (201) 334-
1221.
3. Weatherstripping:
a. Flexible polymeric weather strip to be set into the bladestop of jambs and
head frame sections.b. Weatherstrip at threshold with flexible blade gasket surface applied to
bofiom rail of door.
4. Hardware: Prepare and reinforce, doors and ftames to receive hardware
scheduled herein and in Sec{ion 08700 - Hardware.
5. Glazing: As shown on drawings and specified in Section 08800.
6. Door ftames for interior doors shall be manufacturers standard as supplied
with doors.
7. Locations:
a. Single exterior doors ftom retail shop.b. Single interior door from retail shop.c. Single door from weight room.
J. FABRICATION
1. Carefully match exposed work to produce continuity of line and design.
Accurately frt joints in exposed metal work and rigidly secure with hairline
contacts.
2. Fabricate and fasten metalwork so that this metalwill not be distressed nor
fasteners overstressed from expansion and contraction'
. K. EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to Marrioft
Representative all prevailing conditions that will adversely affect satisfactory, execution of work. Do not proceed with work until unsatisfactory conditions
ave been corrected-
2. Starting work constitutes acceptance of existing conditions and this contractor
shall then, at his expense, be responsible for conec{ing all unsatisfactory and
defective work encountered.
cEP/030593 QC35/08400-5 BID SET
L. PREPARATION
1. Field measure openings before finalfabrication.
2. Permissible dimensional tolerances in openings for storefront units:
a. Height + 3/8 inch.
b. Width: +1/2 inch.
c. Tolerance across any opening: +1/4 inch.
M. INSTALLATION
1. Completed installation shall be within the color range approved by the Marriott
Representative.
2. Erect units plumb and true; space anchors maximum 2'-0" o.c.
3. Corner of frame shall be coped, fitted snugly and securely joined by at least
two screws fastened into screw bosses at each oorner.
4. Form joints of rigid construc'tion allowing head, sill and jamb to be straight and
true.
5. Furnish frame anchors designed so that they may be placed at any position
on the frame during erection'
6. Set push bar on doors at 44" above finished floor'
T. Seal storefront system joints with sealant specified in Section 07900 - Joint
Sealers.
8. Fill void spaces behind column covers with glass fiber board insulation as
specified in Section 07200 - Insulation.
N. ISOLATION PRIMING
1. Apply a heavy coat of zinc chromate or bituminous paint to anodized or mill
finished surfaces of aluminum members that are in direct contact with
masonry, concrete, mortar or steel.
O. CLEANING
1. Restore finish of aluminum components which have become stained or
discolored in accordance with recommendations of the Architectural Aluminum
Manufacturer's Association.
2. Reptace materials which cannot be repaired at no additional cost to Marriott'
O
cEP/030593 QC35/08400-6 BID SET
3. ct""n rinof"nd doors using compatiur" "p"n8"gents which will not
harm glass, aluminum, gcreen mesh or sealants.
P. PROTECTION
1. Protect erected framing during remainder of construction. Replace damaged
storefront at no expense to Maniott Corporation.
2. Warranty period shall begin when windows and doors have been cleaned and
written acceptance received fiom Mariott Representative.
O. SCHEDULE OF ALUMINUM ENTRANCE HARDWARE
1. Coordinate with additional hardware specified in Section 08700 - Hardware.
AL.1 SINGLE EXTERIOR DOORS FROM RETAIL SPACE
1 Set Otr Set Pivots Top, intermediate and bottom
with finish to match doors.
1 Overhead Concealed Heavy Duty/Single Action ManualCloser with built-in door stop similar to
Kawneer "SAM ll".
1 Set Push/Pull 1" Round Bent Aluminum Bars
similar to Kawneer "CO-9" pull
and "CPll" push bar. Finish to
match doors.
1 Door Boftom Weather sweep attached to
bottom rail.
I Dead Latch 'MS 1851S4 - 313 Adams-Rite
1 Box Strike 4001-111-313 Adams-Rite
1 Cylinders '1E'74 x US10 Best
1 Threshold 4" (Ofbet Pivot) x AL
' Hand - One right-hand/one left-hand (Keyway is on retail space side)
cEP/030593 QC35/08400-7 BID SET
AL.2
WEIGHTROOT (For Each Door)
Same as AL-l Except:
' Delete door bottom.' Hand of both doors is right-hand. Reverse bevel (keyray is on corridor
side.)
END OF SECTION
cEP/030593 QC35/08400-8
sEcTloN 0E624
wooD YvlNDows
(Exterior)
A. RETATED DOCU]TENTS
1. General Conditions apply to this sec'tion.
B. WORK INCLUDED
1. Relocate existlng wood windows complete with glazing, and all required
anchorages, trim, attachments and accesEories.
a. New location (at existing doorway) to one side of new fireplace at first
floor to lobbY.b. Modiff or relocate as needed to accommodate relocation of wood door
and frame for new entran@ into health club lap pool area from new
outdoor deck.
2. New wood windows at Health Club Lap Poolto matching existing.
C. REFERENCES
O 1. American Society for Testing and Materials (ASTM):
a. ASTM E283-standard Test Method for Rate of Air Leakage Through
Exterior Wndows, Curtain Walls and Doors.
b. ASTM E33o-standard Test Method for Structural Performance of Exterior
Wndows, Curtain Walls and Doors by Uniform Static Air Pressure
Differences.c. ASTM E331-Standard Test Method for Water Penetration of Exterior
\Mndows, Curtain Walls and Doors by Uniform Static Air Pressure
Differences.d. ASTM E774-Specification for Sealed Insulating Glass Units.
2. American National Standards Institute/NationalWood \Mndow and Door
Association (ANSUN^.|[AIDA) '|r.5.2 - lndustry Standard for Wood Windorrs.
D. ACCESSORIES AND TRIi'
'1. Installation Accessories for Wood Units:
a. Drip CaP [Bronze].
2. Blocking and framing is specified in Section 06100.
cEP/030593 QC35/08624-1 BID SET
E. EHMINATION
1. Before installation, veriff that openings are plumb and square and of proper
dimension. Report frame defects or unsuitable conditions to the General
Contractor before proceeding.
2. Beginning of installation means acceptance of existing conditions.
F. INSTALLATION
1. Set window plumb, level, true to line. Do not warp or rack frame.
2. Install sealant and related backing materials at perimeter of assembly in
accordance with Section 07900.
3. Coordinate with glass and glazing specified in Section 08800.
4. Install accessory items as required.
5. Finish: Stain new trim and casing to match existing; repairs shall also be
stained to match existing.
G. CLEANING AND PROTECTION
1. Leave windows in a job clean condition.
2. Cover windows during construction operations that might cause damage.
END OF SECTION
cEP/030593 QC35/08624-2 BID SET
sEcnoN 0E700
HARDWARE
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. SUBMITTALS
1- Catalog cuts of hardware items.
2. Hardware schedule listing the manufac'ture/s name, catalog number, size,
finish and location for each item.
3. Templates: Fumish to Maniott Representative upon request.
C. PACKAGING
1. Legibly mark packages indicating item, hardware schedule number, and
location for which it is intended. Package with fasteners necessary for
installation.
D. JOB CONDITIONS
would hinder installation or operation of the new hardware. Notifo the Marriott
Representative of any discreiancies. - 3
2. Remove sound seals, silencers and adhesive residue from existing ftames to
be painted. Install new sound seals and silencers when painting is
completed.
E. WARRANW
1. Warrant hardware free from defects in manufacture and operation for a period
of 2 years after acceptance by Marriott. Remove and replace defective
hardware with new hardware, including labor, at no cost to Marriott during
warranty period.
F. FASTENERS
1. Use suitable size, quantity and materials wtth finish to match the hardware.
Z. Provide machine screws and expansion shields for attaching hardware to
concrete, stone or masonry.
O 1. Examine existing doors and frames for size and location of reinforcing that
O 3. Provide machine scrcws for attaching hardware to metal.
cEP/030593 QC3s/08700-1 BID SET
oo4. Provide self-tapping screws for attaching kick plate to hollow metal.
5. Provide fullthread screws for attaching butt hinges to wood doors. Drillwood
stiles with a tapered bit prior to attaching hinges.
6. Provide stainless steelfasteners for connections exposed to weather.
G. HARDWARE MOUNTING HEIGHTS
Conform to the following unless otherwise required by existing hardware
preparations.
1. Hinges Top - 5" ftom head to top of hinge leaf.
Bottom - 10" from bottom of hinge to
finished floor.
Intermediate Hinge - Equal spacing
between top and bottom hinges.
2. Lever 38" from finished floor to center line.
3. Deadbolts 48" from finished floor to center of cylinder.
4. Pushplates/pulls 45" from finished floor to center line.
5. Exit Device Crossbar 38" from finished floor to center line of
crossbar.
H. HARDWAREINSTALLATION
1. Fit and adjust hardware in accordance with manufacturer's instructions.
2. lnstall smoke seals on frame stop at head, on frame stop at lock side jamb
and on rabbet at hinge jamb.
3. Key cylinders to existing metal system as directed by Hotel Engineering.
I. MANUFACTURERS
1. Numbers in the Hardware Schedule are from the following manufacturer's
catalogs:
a. Rockwood Manufacturering Co.; Roclovood, PA (814) 926-2026.
b. Best Lock Corp; lndianapolis, lN (317) 849-2250'
c. Pemko Inc.;Ventura, CA (805) 642'2600.
d. Norton door controls; Charlotte, NC (800) 438-1951'
e. Select Products LTD., Kalamazoo, Ml (800) 423-1174.
f. H.B. lves; Wallingford, CT (2O3) 2944837.
BID SET O
cEP/030593 QC35/08700-2
g. Stanley Hardware; Farmington, CT (203) 225-5111.h. NT Monarch Hardware; Sheperdsville, lT/ (800) 826-5792.i. Bommer; Lan Drum,SC (800) 334-1654.
J. DOOR SCHEDULE
HW-t DOOR TO NEW STORAGE (OLD LUIGI'SI FROM CORRIDOR (Dloll
HW.2 DOORS TO HEALTH CLUB ROOMS FROM CORRIDOR O3O2I
1-112 Pr. Hinges
1 Lock Set
1 Closer
1 Wallstop
1 Kick Plate
3 Silencers
1 Door Edge
1-112 Pr. Hinges
1 Lock Set
1 Closer
FBB179 4-112x4-1l2 USP Stanley
93K7D15DS3 x 606/626 Best
8501 x SB Norton
400 x 626 Rockwood
12" x2" L\AID x .064 x B4S x 606
Rockwood
608 Rockwood
302 x 606 (Cont.) Rockwood
FBB179 4-'ll2x4-1t2.x 626 Stanley
93K7E15DS3 x 626 Best
8501 BF x SB Norton
1 Wall Stop 400 x 626 Rockwood
3 Silencers 608 Rockwood
HW.3 DOOR FROIU JANITORS CLOSET/COAT ROOM TO CORRIDOR (D3O3I
1-112Pr. Hinges FBB179 4'112x4'112x 626 Stanley
: 1 Lock Set 93K7D15DS3 x 626 Best
1 Closer P8501 x SB Norton
1 Wall StoP 400 x 626 Rockwood
3 Silencers 608 Rockwood
!.-
cEP/030593 QC35/08700-3 BID SET
HW4
2 Sets Smoke seals
* Top latching only - Monarch No. 18-C-LE-LS/LK x 626 is an approved
alternate.
HW.s DOUBLE DOORS FROM BELLMAN STAND AREA TO CONFERENCE
LOBBY (p401)
3 Pr.
2
2
2
3 Pr.
2
2
HEALTH CLUB CORRIDOR ID3O6I
Hinges
Closers
Exit Devices
Magnetic Hold
Openers
Hinges
Closers
Magnetic Hold Open
Smoke Seals
Push/Pulls
FBB168 4-112 x 4-112 x 626 Stanley
8501 BF x SB Norton
'9847L-F-BE x 626 Von Duprin
FM998 x AL Rixon:
wire to fire alarm system
S88D Pemko
FBB 179 4-112x4-112x 606 StanleY
85018F x GB Norton
FM-998 x GD Rixou wire to Fire Alarm
System
S88D Pemko
Applied Millwork; match existing.
2
4
HW-6 DOUBLE pOORS FROM CORRIDOR TO SECOND FLOOR LOBBY {D404}
2
2
2 Sets
Closers 8501 BF x GB Norton
Smoke Seals
Magnetic Hold Openers FM-998 x GD Rixon;wire to fire alarm
system
S88D Pemko
cEP/030593 QC35/08700,4 BID SET
HW-7
oo
pooR FROm LUGGAGE ROOil TO BELL STAND (D4O5t
O 1 continuous sL-24 HDX C61-2
ArchitecturalHinge Select
1 Closer P8501 x SB Norton
1 Lock set 93K7R1SDS3 x 606/626
(626 on luggage side) Best
1 Kick Plate 12"H x 1-112' LDW x .064 x B4S x 630
Rochrood
1 Floor Stop 481 x 606 Rocltwood
3 Silencers 608 Rockwood
1 Door Edge 302 x 606 (Cont.) Rockwood
t-tw-8 DooR FROM FRONT DESK TO OFFICE (D4061
1-112 PR Hinges FBB179 4-112x 4-112 USP Stanley
8501 BF x SB Norton
1 Continuous
Architectural Hinge
1 Dead Bolt
1 Closer
1 *Push
SL-24 HD x C61-2 Select
82TTK STK 606 CS Best
P8501 BF x GB Norton
71 @-1n x 15) x 606 Rockwood
402 x 606 Rochrood
QC35/08700-5
1 'Pull/Back Plate RM 540f/1 (3-112 x 15) x 606 Rockwood
O 1 wattstop
O 1 Hinses
1 Lock Set 93KON15DS3 x 606/626
(626 on ofiice side)
3 Silencers 608 Rockwood
1 Wall Stop 400 x 626 Rockwood
HW.g DOOR FROM SKI RENTAL TO ELEVATOR VESTIBULE* Line-up top of plate with door glazing'
cEP/030593 BID SET
3
1
HW-i0
1
1
3
1 Set
HW.l2
2Pr
1
1
HW-{3
4 Pr.
1
1
2
cEP/o30593
Continuous
Architectural Hinge
Lock Set
Silencers
Spring Hinges
Magnetic Catches
Hinges
Surface Bolt
Lock Set
Silencers
Kick Plate
Hinges
Dead Bolt
Dummy Trimset
Push Plates
608 Rockwooa OoSilencers
Threshold 218 Oak Pemko
DOOR FROM ELEVATOR VESTIBULE TO GARAGE 0504)
1 Threshold 227APemko
HW.11 ACCESS DOOR LOUVER TO FIRE DOOR
SL-24 HD x C61-2 Select
35HON 3H 606/630 Best
(630 on Garage Side)
2060R Stanley
SP42 Stanley
F179 USP 4-112 x 4-112 StanleY
580 x 630 Rockwood
93K7AB15DS3 606/626 (626 on Service bar
side) Best
608 Rockwood
8"H x 1-3/4" LWD x .050 x 94S x 630
Rockwood
2
1 Pull RM 751, 3/8" x 3" 606 Rockwood
DUTCH DOOR FROM CASHIER STAND TO SERVICE BAR (D603)
4
1
F179 4-112 x 4-'ll2 x 606 Stanley
82T 7K STK 606 CS Best
04-6701 x 606 lves
71 x RE x 606 (3" x 12") Rockwood
QC35/08700-6
Length of Top Rod is 28".
BID SET
2 Roller Latches 592 x 606 Rocicuvood
2 Silencers 609 Roctrwood
2 Flush Bolts* 557 x 606 Rockwood
1 Dust Proof strike 571 x 606 Rockwood
HW.I4 TRAFFIC DOORS (D€06 AND D{07}
For each door provide two wall stops: No. 400 x 626 Rockurood.
HW.Is DOOR FROiI ELECTRICAL CLOSET (D6IO)
1-112 Pr. Hinges F17g 4'1n x 4'112 x 606 Stanley
1 Lock Set 93K7D15D SE x 606/626 (626 on Closet
side) Best
3 Silencers 608 Rockwood
HW.I6 ALTERNATVE PROPOSAL: DOORS AT ENTRANCE TO RESTAURANT
(D6l1l
O 1 Dust strike
O 4 Pr. '-tlinges FBB168 x 606 Stanley
2 Closers 8501 BF x GB Norton
2 Exit Devices '9827L-F-BE x GB Von Duprin
2 Magnetic Hold Openers FM998 x GD Rixon; Wre to Fire alarm
system
2 Sets Smoke Seals S88D Pemko
* Top latching only - Monarch No. 18-V1-LE-LS/LK x 626 is an approved
alternate.
, HSLIZ EXTERTOR DOUBLE DOORS AT NEW iIECHANICAL ROOM (D70ll
3 Pr. Hinges
1 Lock Set
2 Flush Bolts
F191 4-1n x 4-11i2 NRP x 630 Stanley
35L TB r 3H 630 Best
550 x 630 Rockwood
571 x 630 Rockwood
cEP/o30593 QC35/08700-7 BID SET
,nr"t,O 171 A Pemko
608 Rockwood2 Silencers
HW-18 EXTERTOR DOORS AT LOBBTES (D402) AND p403) (FOR EACH DOOR)
1 Threshold 1718 Pemko
HW-rg pOUBLE ACTTNG DOOR AT BUFFET (D6071
2 Push Plates 71 x RE x 606 (3" x 12") Rockwood
2 Kick Plates 12"H x 1" LDW x .064 x B4S x 606
2 Hinges 3044-8 x 606 Bommer
1 Door Edge 302 x 606 (Cont.) Rockwood
2 Wallstops 400 x 606 Rockwood
HW-20 EXISTING DOOR FRAMES BEING REPAINTED
3 Silencers 608 Rockwood
(All other hardware to remain)
END OF SECTION
cEP/o30593 QC35/08700-8 BID SET
sEcTloN 08800
GLAZING
A. RELATED DOCUMENTS
1. General Conditions apply to this Sec{ion.
B. WORK INCLUDED
1. Clear Glass.
2. Tempered Glass.
3. Tempered Glass with Frosted Field.
4. Sealed Insulating Glass.
5. Mirrors.
6. Glazing Materials.
C. CLEARGLASS
1. Float glass, 1/4" thick unless indicated othenrise on drawings, conforming to
ASTM C1036, Type 1 - transparent flat glass, Class 1 - clear, quality q3-
glazing select.
D. TEMPEREDGLASS
1. Heat treated float glass for high strength, conforming to ASTM C1048, ANSI
297.1 and CPSC 16 CFR 1201.
2. 1/4" thick unless indicated othenrvise on drawings.
a. Clearb. Polished edges at sneeze guard.
3. Products:
a. "Hertullte'- PPG Industries Inc.; Pittsburgh, PA (412) 434'3131.
b. "Tuf Flex" - Libbey-Owens-Ford Co.; Toledo, OH (419) 247-3731.
c. "Heat Ttoated" - HGP Industries, Inc'; Dallas, T)( (214) 522-7855.
4. Locations:
a. Sneeze guard.
b. Aluminum and glass doors.
c. Door D406 and D607 vision panels.
cEP/030593 QC35/08800-1 BID SET
oE. TEMPERED GI-ASS wlTH FROSTED FIELD
1. Heat treated clear float glass for high strength, conforming to ASTM Cl048,
ANS!297.1 and CPSC 16 CFR 1201.
2. 1/2" thick with 3/4" clear exposed border.
a. Clear bottom edge of glass should be 1-114" (3/4" exposure).
b. Exposed edges shall be ground smooth and polished.
3. Products:
a. "Herculite" - PPG Industries, Inc.; Pittsburgh, PA (412) 434-3131.
b. "Tuf Flex" - Libby-Owens-Ford Co.; Toledo, OH (419) 247'3731.
c. "Heat Treated" - HGP Industries, Inc.; Dallas, TX (214) 522-7855.
4. Provide sealer coat over frosted field as manufactured by Skyline Design;
Chicago, lL (312) 2784660.
5. Location:
a. Telephone shelf dividers.
F, SEALED INSULATING GLASS
1. Factory fabricated units consisting of 2 organically sealed panes of primary
glass enclosing a hermetically sealed and dehydrated air space conforming to
SIGMA or IGCC standards.
2. Performance Classification per ASTM E774 - Class CBA test.
3. Sealing System: Dual seal; primary and secondary sealant of manufacturer's
standard types.
4. Minimum Structural Properties: ASTM E 330, maximum deflection not greater
than 0.2 percent at 30 psf, both inward and outward.
5. Unit Thickness: 1 inch unless indicated othena/se.
6. lnner Pane: 1/4 in. clear laminated glass.
7. Air Space: 112 in.
8. Outer Pane: 1/4 in. tempered clear glass.
cEP/030593 QC35/08800-2 BID SET
9. Locations:
a. At new extedor store fiont.b. At new exterior wood windows.
G. MIRRORS
1. Materials:
a. Meet the requirements of ASTM C1036, Class 1, quali$ q2-mirror, and
Federal Specification DDM-411. SAFETY BACKING - ANSI297.1 AND
CPSC 16CFR 1201arWeight Room.b. 1/4 inch thick float glass with film of copper electrolytically deposited over
silver backing. Provide additional vinyl scrim over back of minor.c. Exposed edges ground smooth, polished and sealed.
2. Sizes:
a. Field measure, leaving 1/4" above backsplash and base, and 1/8" at
sides.
3. Manufacturers:
a. Binswanger Miror Produc{s; Grenada, MS (800) 221-8/,08.b. Carolina Minor Co.; North \Mlkesboro, NC (919) 838-2151.c. Falconer Glass Industries; Falconer, NY (800) 444-5277.d. Gardner Mirror Corporation; North Wilkesboro, NC (800) 334-7267. 'e. Sommer & Maca Industries, Inc.; Chicago, lL (800) 323-9200. 'f
4. Warranty: Five years covering any evidence of silver spoilage, discoloration,
black spots and clouding. Manufacturer of minor will remove existing and
install new mirrors at no cost to Marriott.
5. Location:
a. Public Rest Rooms.b. Health Club Toilet and Locker Rooms,c. Weight Room .
d. Above vanity units in spa and massage rooms.
H. GLAZING II'ATERIALS
1. Shims, Spacers and Setting Blocks: Solid neoprene, 40€0 Shore A hardness
for shims and spacers and 70-90 Shore A hardness for setting blocks.
cEP/030593 QC35/08800-3 BID SET
2. ctazing r"pefD
a. "Weatherban Ribbon Seale/'- 3M Adhesives, Coatings and Sealers
Div.; St. Paul, MN (612) 733-1140.b. "440" - Tremco; Cleveland, OH (216) 292-5000c. "Butyl Rubber Tape" - DAP, lnc.; Dayton, OH (800) 634-8382.d. Locations:1) At vision panels for doors D406 and D607.2) At exterior wood windows.
3. Mirror Adhesive and Sealers:
a. Moisture-resistant Back Seal: "Mirror-Bac" paint - Palmer Products
Corp., Louisville, lry (502) 893-3668, or products of equal quality as
recommended by mirror manufacturer.b. Edge Seal: "UC44554" - PPG Industries Glass Div.; Pittsburgh, PA
(4'12) 434-3'131, or products of equal quality as recommended by mirror
manufacturer.c. Adhesive: "Mirro-Mastic" - Palmer.
4. Mirror Clips and Framing:
a. Clips: Stock No. 305-1309 from Sommer & Maca.
b. Continuous Angle: Stock No. 316-5010 from Sommer & Maca'
5. Safety Backing: No. 336-7876 from Sommer & Maca meeting ANSI 297'1,
Code 16 CFR 1201-11. v
6. Construction adhesive: See Specification Section 06400.
I. INSTALLATION OF INTERIOR GLAZING
1. Clean glazing channel.
2. Place setting blocks at quarter points.
3. Apply continuous glazing tape at fixed and removable stops.
4. Set glass in accordance with Flat Glass Marketing Association - Glazing
Manual.
J. INSTALLATION OF MIRRORS
1. Follow recommendations of the National Association of Mirror Manufacturers.
2. Apply safety backing to mirror at Weight Room.
cEP/030593 QC35/08800-,4 BID SET
oo
3. Remove wall covering from areas in back of minor location; painted walls
should be allowed to dry a minimum of 72 hours.
4. Seal unsealed edges of minors; allow to dry before installation.
5. Apply adhesive to back of all minors with sufficient materialto provide 600/o
coverage when pressed in place.
". a. Verify that adhes.ive is compatble with aafety backing.*
6. Mirror Above VanitY ToPs:
a. Provide minimum of 2 clips at top only; maximum 4'-0" on center. At
bottom, provide continuous angle set at 1/8" above backsplash.
b. Secure clips and continuous angle to wallwith toggle bolts.
c. Adhesive on back of mirror shall be used in addition to exposed clips and
continuous angle.d. Apply continuous bead of construction adhesive to bend in angle framing.
7. Minor At Weight Room:
a. Install continuous angle frame on wallfollowing profile of mirror. Fasten
to wallwith toggle bolts at maximum 12" on center. ABply continuous
bead of construction adhesive to bend in angle framing.
b. Adhesive on back of minor shall be used in addition to continuous angle
framing.
8. Press mirror against substrate and angle framing to ensure bond of adhesive.
g. Leave 1/8" space between mirror and adjacent finishes for sanitary sealant
specified in Section 07900.
10. Hold mirror in place until adhesive fully sets. (Approximately 24 hours.)
11. Use gloves when handling minors to prevent damage to the face or backing
from skin-borne salts or chemicals.
. K. INSTALLATION OF STORE FRONT AND WOOD WINDOW GLAZING:
: 1. Measure openings to be glazed before fabricating sealed insulating glass.
2. Clean glass and rabbets ftee of dirt, dust, moisture, oil and foreign materials.
3. Meet the requirements of FGMA Glazing Manual.
4. Use setting blocks at 1/4 points and spacer shims to center glass in rabbets
and maintain proper edge clearances.
cEP/030s93 QC35/08800-5 BID SET
5 trXiuv"i3,tii:iff HffiL{+;:i"I"g# ffi,fl,#ilxJ#',;'$il;;dd windows; at bottom "*;;;*;o in section 07e00'
continuous oead of sanitary sealant bo cv-'"'-- -'
6. Removable stops for store- front
'g]T''ng'
Gountersink flat head stainless steel
screws 'p"t"itiot-tii"inan
e incnes on center'
7. Wood glazing stops at windows shall be set in place with stainless steel
screws sPaced maximum of 12" o'c'
L. CLEANING
l.Cleanandpo|ishexposedsurtaceswithnon.abrasivecompoundor|iquidand
a soft cloth'
2- Remove excess mirror adhesive and sealant from iace of mirror'
M. WARRANTY
1. rnsuratins Grass: ren (10) y9?::'%ilg
"Y;:i:?l"TtB'S:1"
asainst
" oOtttu"tion of vision as a resun oI
2.Mirror:Five(S).yearwarrantyagainstsilverspoilage,discoloration,black
sPots and clouding'
S.UponnotificationoJdefects'withinthewarrantyperiod,rep|acedefectiveunits
ai-no cost to Marriott'
END OF SECTION
cEP/030593
oc35/08800€
BID SET
sEcTloN 00,110
GYPSUM PLASTER
(sKln coAT)
A. REIATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Skim coating as needed, for walls receMng new wall covering.
2. Skim coating of existing or ne$, smooth walls to mEtch existing ftnish.
C. MATERIALS
1. Gypsum Veneer Plaster:
a. Comply with ASTM G587.b. Products:1) "Dlamond Flnhh Plagte/'- US Gypsum Co.; Ghicago, lL
(312) 3214000.2l Dens€ote Pla3te/'- Georgia Pacific Corporation; Atlanta, GA (4O4)
5214000.3) Unl-Kal Plastef'- Gold Bond Building Products, National Gypsum
Division; Gharlotta, NC C/04) 365-7300.
2. Aggregate: Glean, washed, sharp sand, complying with ASTM G35. *tu33
wlth masonry only**
3. Water: Clean, free from harrnful matter.
4. Bonding Agent:
a. "Utleld€rete'- Larsen Products Corp.; Roclryille, MD
(8oo) 633€668.b. 'Thorobond" - Thoro System Products Inc.; Miami, FL
(305) s92-2081.
D. MIX
1. Proportions in accordance with manufacturer's rg@mmendations.
2. Dry ingredients shall be mixed thoroughly befiore water is added.
O 3. Retempering not Permitted.
cEP/030s93 oc3s/0921G1 BID SET
E. APPLICATION O
1. Gover and protect adjacent surfaces from plastering.
2. Rake out cracks to 1/8" minimum width.
3. Remove loose material or coatings which will impair bond.
4. Apply bonding agent to surfaces receiving plaster skim coat.
5. Produce smooth texture, flat surface (1/8" in 10 feeQ with minimum of 1/16
inch coverage.
F. CLEANING
1. Remove protective materials and plaster spots from adjoining surfaces.
2. Leave plaster ready for application of wallcovering or painting.
END OF SECTION
cEP/030593 oc35/09210-2 BID SET
sEcTloN 09250
GYPSUM BOARD SYSTETIS
A. RELATED DOCUTIENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Patching existing interior gypsum board.
2. New interior gypsum board.
3. Newceilings/bulkheads.
4. Special construction for walls and ceiling at steam room.
C. QUALITY ASSURANCE
1. Conform to the applicable provisions and details of Technical Manuals
GA-201, GA-214 and GA-216 from the Gypsum Association Evanston, lL 708-
491-1744 for the installation of gypsum board, metal framing, and suspension
systems.
2. Provide materials and construc'tion identical to those of fire-resistance or
acoustical rated assembly numbers of Gypsum Association's GA-600 "Fire
Resistance Design Manual" or Underwriters Laboratories, Inc., "Fire
Resistance Directory."
D. MATERIALS
1. Interior Gypsum Board: (Make selection based on location)
a. GeneralApplication: ASTM C36, tapered edge.
b. Fire resistant'type "C" (Fire code type) at rated walls.
c. Toilet rooms, steam rooms, and Wet Areas: Water (WR) resistant type;
ASTM C630.d. Thickness:1) Use 1/2" board for walls'
2') Use 5/8" board for ceilings.
2. Exterior Cement Board: (For Steam Room)
a. Aggregated portland cement board with polymer-coated, glass fiber mesh
embedded in back and front surfaces. Ends are sguare cut with edges
reinforced and finished smooth
cEP/030593 QC35/09250-1 BID SET
o
b. Product: 1/2" exterior
Gypsum Company.
o
manufacturedcement board as by United States
3. MetalStuds and Runners:
a. Galvanized steel, 25 gauge minimum, conforming with ASTM C645.b. Wdth as indicated on Drawings or as required for field conditions.c. Studs over 14'-0" high require 20 gauge minimum, "SJ" type conforming
with ASTM a A-446 and AlSl "Specification for the Design of Cold-
Formed Steel Structural Members".
4. Fasteners:
a. Bugle head screws, conforming to ASTM C1002.b. Length and type appropriate to framing.c. Nails not permitted.
5. MetalTrim and Corner Beads:
a. Square edge, stock type; galvanized steel conforming to ASTM C1047.b. 1-1lS" wide flanges.
6. Suspension System/Bulkhead:
a. Sizes: Determine size of suspension members to conform with ASTM
C754 and manufacturer's recommendations.
b. Hangers: Minimum 12 gauge galvanized annealed wire conforming to
ASTM 4641.
c. Carrying channels:1) Minimum 1-112",16 gauge galvanized cold rolled channels
conforming to ASTM A446, Grade A, G60 with Fb=18,000 psi.
2\ Minimum 2-112",20 gauge galvanized steel studs conforming to
ASTM C955 and ASTM A446, Grade A, G60.
d. Cross Furring:1) Minimum 3/4', 16 gauge galvanized cold rolled channels conforming
to ASTM A446, Grade A, G60 with Fb=l8,000 psi.
2) Minimum 718", 25 gauge galvanized hat shaped furring channels
conforming to ASTM C645 and ASTM A446, Grade A, G60.
e. Tie \Mre: Minimum 18 gauge annealed wire conforming to ASTM A641.
f. Clip Angle Hangers: Minimum 718" x 7/8" x 12 gauge galvanized steel
sheet angles conforming to ASTM A446, Class A, G90.
g. Hanger Anchorage Devices: Provide devices whose suitability for
anchorage to the existing structural framing has been proven through
standard construction practice and which have been sized to develop full
hanger strength and withstand a direct pull out load of 5 times the hanger
dead load.
cEP/030593 QC35/09250-2 BID SET
o7. Joint Treatment Materials:
a. Meet the requirements of ASTM C475 and C840.b. Joint Tape: Paper reinforcing tape.c. Joint Compound: Ready-mixed vinyl-type for interior use.
8. Basecoa[ (For Steam Rooms)
a. A ready-to-mix portland cement mortar containing dry latex polymers.b. Product USG exterior base coat as manufactured bv United States
Gypsum Company.
9. Poly Liner: (For Steam Rooms)
a. 3-ply, nylon yarn laminated, high density polyethylene.b. Product Grifiolyn "T-65" vapor banier as manufactured by Reef
lndustries, Inc., Houston, TX (713) 077-51il.
10. Pressure sensitive reinforced tape: (For Steam Rooms)
a. 4" wide "Grifi Tape" as manufactured by Reef Industries, Inc., Houston, .'l
TX (713) 077-5154.
11. Exterior Joint Tape:
a. 4" wide polymer coated open mesh tape.b. Producl Durock exterior tape as manufactured by United States Gypsum
Company.
12. Manufasturers, gypsum Board, Framing and Joint Treatment:
a. U.S. Gypsum Co.; Chicago, lL (312) 606-5475.b. Genstar Gypsum Prod. Co.; lrving, TX (214) 659-9800.c. Georgia Pacific Corp.; Atlanta, GA (404) 521-4000.
E. PATCHING EXISTING INTERIOR GYPSU]UI BOARD
1. Cut out and remove gypsum board having damage extending more than half
way through the thickness of the board.
2. \Mtere wiring and electricaljunction boxes are being removed or added, walls
may require patching.
3. Provide additional fiaming so that gypsum board patch has a minimum of 2
sides screw attached.
cEP/030593 QC35/09250-3 BID SET
oo4. Cut damaged paper facing with knife and remove loose and damaged
materials.
5. Install patch cut from same type anct thickness of gypsum board as existing. O
Size and fit patch to leave 1/8 in. joints maximum.
a. Install and finish gypsum board in conformance with ASTM C840 and GA-
216.b. Screws:1) Locate 3/S" minimum from edges or ends of panel. Power-driven to
provide uniform dimple 1/32" deep.2) Space screws 16" o.c. in field of panels and along vertical abutting
edges.c. MetalTrim:1) Replace damaged metaltrim.
2l Fasten with screws or 9/16" galvanized staples 9" o.c.d. Corner Beads:1) Replace damaged corner beads.
2) Fasten with screws or 9/16" galvanized staples 9" o.c. on both
flanges along entire length of bead.
6. Installation Acoustical Sealant:
a. Conform with ASTM C919 for sealing of sound-flanking paths around and
through construction.
7. Apply joint compound in 1/8" maximum coats to gypsum board having minor
damage extending less than halfiray through board. Allow compound to set
between coats.
8. Apply joint tape and compound system to untrimmed joints between gypsum
boards and patches, including interior corners, and finish smooth and level
with gypsum board faces leaving surface suitable for wallfinish.
9. Apply joint compound to trim, and fastener heads. Finish smooth and level
with partition face leaving surface suitable for wall finish.
10. Restore or replace finish as indicated on the Drawings.
F. ERECTION OF METAL PARTITION FRAMING
1. Conform to the requirements of ASTM C754 and applicable requirements of
c840.
Z. Attach runners to floor and underside of slab above with concrete stud nails
or power driven anchors spaced 2" from ends and 24" on center.
o
cEP/030593 QC35/092504 BID SET
o
3.
Bnrffi;:*. Uraximum
16" o.c. unless indicatedjerwise on the
a. Gonform with Gypsum Association GA-216.b. Provide double studs around all door and store front frames.
c. Provide slip or cushioned joints where partition studs and runners abut
overhead struc{ure to avoid axial loads and still attain full lateral support.
G. INSTALLATION OF GYPSUIiI BOARD AND CEMENT BOARD WALLS
(INFORMATION TO APPLY TO STEAM ROOttiS)
1. Install and finish gypsum board in conformance with ASTM C840 and GA-216.
2. Single Layer partition Installation: Install board vErtically or horizontally in
manner which will minimize end-butt joints.
a. Fit ends and edges closely, but not forced together.
b. Stagger end joints on opposile sides of partition on altemate ftaming.
3. Double Layer Partition Installation: (As needed for field conditions and two
hour rated walls)
a. Install base layer with long edge parallel to framing or furring members.
b. Install face layer parallel to base layer with ofbet joints.
c. Secure base layer with fasteners. Secure face layer with fasteners or
adhesive supplemented with fasteners, except where ftre rated
assemblies require only fasteners. Space fasteners in accordance with
recommendations of board manufacturer.
4. Screws:
a. Locate 3/9,' minimum from edges or ends of panel. Powerdriven to
provide uniform dimple 1/32" deep'
b. Space screws 16" o.c. in field of panels and along vertical abutting edges.
5. MetalTrim:
a. Apply where assembly terminates against masonry or other dissimilar
material and around all window and door framing.
b. Fasten with screws or 9/16'galvanized staples 9" o.c.
1 6. Corner Beads:
a. Reinforce vertical and horizontal exterior comerc.
b. Fasten with screws or 9/16" galvanized staples 9" o.c. on both flanges
along entire length of bead'
cEP/030593 QC35/09250-5 BID SET
H. rNsrALr-A'on o
"u"pENDED
Gypsu' B.ARD to "rtrNr B.ARD
(TNFORMATION TO APPLY TO STEAM ROOMS)
1. Conform to ASTM C754.
A. Special attention should be noted for scope of ceiling at steam rooms,
see details on drawings.
2. Hangers:
a. Support hangers from clip angles set into under side of slab with powder
driven fasteners; or hanger wire wrapped around and through beams or
joists; do not aftach to under side of metaldecking, ducts, pipes or
conduits.b. Space hanger wires 48" o.c. along carrying channels and within 6" of
ends of carrying-channel runs.
3. Carrying Channels:
a. Install carrying channels 48" o.c., and within 6" of parallel walls.
b. Provide 1" clearance between channels and abutting perpendicular walls
and partitions.c. Position channels for proper ceiling height, level, and secure with hanger
wire saddles-ties along channels.
4. Cross Funing Channels:
a. lnstall metal cross furring channels at right angles to carrying channels.
b. Provide 1" clearance between furring ends and abutting walls and
partitions.
c. Secure furring to carrying channels with clips or saddle ties of double
strand tie wire.
d. Lap furring channels at least 8" and securely wire-tie with double strand
tie wire at sPlices.
e. SPacing:
1) Maximum 16" o.c. except in steam rooms.
2) In steam rooms and shower stalls maximum spacing is 12" o.c.
5. Reinforcing:
a. lnstall cross framing at recessed light fixtures and other openings or
interruptions of the carrying or furring channels.
b. Provide lateral sway bracing for suspension system.
cEP/030593 QC35/09250-6 BID SET
6. Gypsum eoaf
a. Apply gypsum board at right angles to cross funing channels.
b. Center ends over funing channels, neatly fitted and staggered.
c. Use board of maximum practical length to minimize joints.
d. Space screws at 12" o.c. along edges and 16" o.c. in field of panels
except at steam rooms and shower stalls space screws ^ 12" o.c. in field
of panels.
I. SPECIAL CONSTRUCTION FOR WALLS AND CEILING AT STEAM ROOTS
'1r. Over studs and ceiling framing install 1/2" WR gypsum board as previously,
herein, specified.
2. Over \A/Fl gypsum board, install poly liner. Sheets of poly to be lapped a
minimum of 6" and exposed edges sealed with pressure sensitive reinforced
tape. Edend bottom edges of poly liner 6" onto floor area.
3. Over poly liner install 1/2" exterior cement board as previously, herein,
specified.
4. Cover cement board joints with base coat and immediately embed 4" wide
exterior joint tape over the ioints; this may require several Passes.
5. Select length of screws so that framing is penetrated a minimum oI3l4".
6. For application of finished tile, see Specification Section 09400.
J. FINISHING
1. Conform to requirements of ASTM C&40 and GA214, level4.
2. Apply joint tape and compound system to untrimmed joints between gypsum
boaris, including interior corners, and finish smooth and level with board
faces leaving surface suitable for wall finish.
3. Apply joint compound treatment to fastener heads, trim, and surface defects
anO hnisn smooth and level with board faces leaving surface suitable for wall
finish.
END OF SECTION
cEP/030593 QC35/09250-7 BID SET
o
NEW
sEcfloN 09340
CERAiIIC TILE AND STONE
o
TILE
O 9. Special tile at pool deck and new whirlpool.
O A. RELATED DoqulurENrs
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Remove existing floor and wall tile.
2. New floor tile and base.
3. New walltile.
4. New marble threshold.
5. Waterproofmembrane.
6, New tile base.
7. Setting materials.
L Sealer for tile and grout.
10. Precast concrete coping at exterior pool. (Alternate)
C. QUALIW ASSURANCE
1. Conform to Tile council of America (TcA) Handbook for ceramic Tile
Installation for a materials and workmanship'
2. TCA Setting System Standards:
a. F102 - Dry Set Mortar for exterior slabs.
b. F113 - Dry Set Mortar for interior slabs. walls.
c. F122 - Thin Set Mortar and waterproof membrane.
d. \ 202 - Dry Set Mortar for concrete walls and surf;aces'
e. \/d242 - Organic Adhesive for gypsum board walls.
f. \M43 - Dry Set Mortar for gypsum board walls.
g. \M44 and G311 - Backer Boards. (For Steam Rooms)
h. C512 - Epory Admixture for wood sub-ftaming.
cEP/o30692 QC35/09340-1 BID SET
3. Waterproofing:
a. The contractor for waterproofing shall have had not less than ten (10)
years continuous experience in waterproofing work and not less than five
(5) years experience as a licensed applicator of specified waterproofing
materials.
b. Waterproofing work shall be performed in strict accordance with the
manufacturer's standard specifications and standard details.
D. JOB CONDITIONS
1. Examine areas for conditions under which work is to be performed. Report
in writing to Marriott Representative conditions contrary to those shown on
the Drawings or specified and other conditions which will affect satisfactory
execution of work including improperly constructed substrates or adjoining
work. Do not proceed with work until unsatisfactory conditions have been
corrected.
Z, Starting work constitutes acceptance of the conditions under which work is
to be performed. After such acceptance Contractor shall, at his expense, be
responsible for correcting unsatisfactory and defective conditions and work.
E. SAMPLES
1. Grout: Fully cured samples, showing color.
2. Tile Materials: Each $pe indicated on the Drawings.
F. MANUFACTURERS
1. Hillyard ChemicalCo.; St.Joseph, MO (816) 233'1321.
2. Laticrete International Inc., Bethany' CT (800) 243'4788.
3. Summitville Tiles Inc.; Summitville, OH (216) 223'1511.
4. Dal-Tile corp.;Alexandria, vA (703) 971-8485; Attention Matt Kline.
5. American Olean Tile; Alexandria, VA (703) 998-8737.
6. Aqua Mix lnc.; Santa Fe Springs, CA (310) 946-6877.
7. Ceramaseal; Middleton, MA (800) 726-7845.
8. Marble Life; Canton, Ml (800) 627- 4569; Aftention Ed \Mlliams'
G. CERAMIC TILE
1. Standard grade vitreous ceramic conforming to ANSI A137.1.
2, Walls: Cushion edge, self-aligning.
3. Trim: Provide returns, outside corners, special shapes and bases.
o
cEP/030692 QC3s/09340-2 BID SET
4. Types
"nO
t, selections indicated on Or"wingl
' 5. All extefror tile shall be frost proof.
H. STONE TILE
1. Obtain stone from quarry providing consistent color rante and texture.
2. Kind, color, ftnish and group classiftcation as indicated on the Drawings.
3. Stone supplier: As indicated on the Drawings.
4. Fabrication:
a. Size gauged and calibrated to within + or 1132".
b. Edges true and straight.
c. Angle of oomers shall not deviate ftom true degrees.
d. Dress back of stone so that variation in thickness does not exceed t
1132".
5. Thickness:
a. Floor and Wall Stone Tile: 3/8" thick.
b. Base: 3/4" thick.
c. Hearth: 3/4" thick.
6. Finish: Polished.
I. SPECIAL TILES AROUND INDOOR AND OUTDOOR POOL DECKS
1. 8" x 8" frost proof tuscan stoneware tile No. 203 in a continuous band
around pools and new whirlpool next to coping.
a. Supplien Ceramic Technics, Ltd., Alpharetta, GA (404) 740-0050.
Z. Silk screen onto tiles in blue except at whirlpool (color shall match American
Olean R20 Indigo) the following information:
a. One set of tiles to have depth indications in feet and inches on the top
half; bottom half to have depth indications in meters.
b. Adjacent to each depth marker tile, provide internation symbol no diving. tile wilh the words "No Diving" undemeath.
c. center on each side of both pools the words "No Diving" with each 6"
high letter being on a separate tile. (Each pool has four sides)
d. Graphics can be Produced bY:
1) DeGroot Studios; Ft. Lauderdale, Fl(305) 462-U45.
2\ Tile Art; Denver, Co. (303) 394-2924.
cEP/030692 QC35/09340-3 BID SET
3. Poolmarkintn"u be placed at maximum rno ,trurn depths, attpoints
of slope change, and at every foot of depth increment. Markers shall be
spaced at no more than 25 foot intervals and aranged to be uniformly
located at the ends of the pools.
J. SPECIAL TILES AT WIJIRLPOOL
1. 2" x 2" non-slip, frost proof tile in ebony at all steps (horizontal and vertical
surfaces) forming a 4" marker band.
K. PRECAST CONCRETE POOL GOPING: (Altemate)
1. Precast concrete, wet pour, off-white, bull nosed coping stone with slip
resistant pitted texture on upper surface.
2. Base of precast is minimum of 11" wide with maximum otTlS" bullnose
projection; minimum thickness is 1-1l4".
3. Manufacturers:
a. Creacon Company, lnc., Grandview, MO 816-763-5774, Code WC.
b. Tropical Tiles, Inc., Orlando, FL 407-295-0771, Model Creater Class.
L. MARBLETHRESHOLD
1. Stone: Tight grained, sound, white marble with little or no veining. O
a. "Danby Quarry, lmperial Layer Type l" - Vermont Marble Co.; Proctor, W
(800) 451-4468.
b. ltalian marble "\Mrite Carrara" - Dal Tile;Arbutus, MD (301) 247-5555.
2. Size: 3/4 inch thick; full width of door frame; full length of opening; notch to
fit profile of jambs, single bevel between top and side facing carpet.
3. Finish: 2251230 grit, polished face.
4. Location: At Health Club.
M. CERAMIC SOAP DISH
1. Product:
a. Recessed, flanged face type 4''114" x4-114".
b. Provide at new shower stall walls only; see Drawings for location.
c. Color: Match wall tile.
d. "Model R-,410'- Gilmer Ceramics, lnc.; Gilmer, TX (903) 843-2509.
cEP/o30692 QC3s/093404 BID SET
o
N. wATERPRoop ilOeRANe
1. Reinforcing fabric shall be Laticrete brand rot-proof, hi-tensile cloth
specifically treated for use with Laticrete 9235 waterproofing materials.
2. Locations:
a. New massage/spa rooms.
b. New shower stalls.
c. New steam rooms.
d. New exterior whirlpool; floor and sides.
O. MORTAR
1. Meet the requirements of ANSI A118.1 and ANSI 118.4 for thin-set
application of ceramic tile.
2. Products: "Laticrete 211 Grcte Flller Powde/'.
P. ADMIXTURE
1. For use with mortar: Laticrcte 4237.
2. For use with wall base and floor grout Latlcrcte 1776 Admix-Plus.
3. For use with mortar over wood: Latapory 2{0 (furnish with mortar).
O. ADHESIVE
1. Water resistant, organic type complying with ANSI A136.1 Type I for use
over gypsum board walls. use dry set mortar over tile backer boards.
2. Products:
a. For ceramic tile use "Latamastic #7" - Laticrete.
b. For stone tile use "Latapory #300" - Laticrete.
R. GROUT
1. Walls, Base and Floor Tile Grout:
a, Dry-set type complying with ANSI A118.6'
b. Joints 1/8" or smaller:
1) Non-sanded tYPe.
2) Products: "Dry Set Wall Grout," - Laticrete'
c. Color selected from manufacturer's standard colors by the Marriott
RePresentative.
cEP/030692 QC35/09340-5 BID SET
S. TILE CLEANER
1. Products:
a. "GSP Cleane/'- Hiltyard.
b. "51-{4" - Summitville.
c. "TC-500" - Laticrete.
T. SEALER FOR CERAMIC TILE FLOORS
1. Products:
a. Sealer's Choice - Aqua Mix.
b. SL-15 - Summitville.
c. Silox 8/OMS - CeramaSeal.
U. PREPARATION
1. Remove existing tile including setting material.
2. Clean and prepare substrate to receive tile setting materials. Exterior
surfaces shall also be dry with a surface temperature above 40oF.
3. Do not start new tile work until needed plumbing modifications have been
roughed-in.
4. Examine floors before installation. Floors not level to 1/8" in 12'-0" shall be
patched and leveled as specified in Section 03305 - Concrete Floor
Patching.
V. APPLICATION OF MORTAR
1. Mixing:
a. Mix dry ingredients with admixture.
b. Do not add water, additional mortar, or other ingredients after slaking
period.
c. Make mortar consistency such that when applied with notched trowel to
the backing, the ridges formed in the mortar do not flow or slump.
d. Do not use mortar after initial set.
e. Remix mortar occasionally during use.
2. Application:
a. Meet the requirements of ANSI 108.4 for mortar with latex admixture.
b. Do not soak subsurfaces prior to applying mortar.
cEP/030692 QC35/09340-6 BID SET
c. ptace rnGr with pressure over area no nr"l than can be covered
with tile while mortar remains plastic.
1) Cover evenly with no bare spots.2) Comb mortar using a sguare notch trowel with 1/4" wide x 3/8"
notches for floors and 114" x 1/4" deep notches for base.
d. Apply a 1/16" thin skim coat of mortar to the back of the tile with the flat
edge of the trowel.
1) Ensure mortar is evenly spread to edges. Comb tile with the same
notched trowel used for substrate application. Tile must be 100%
bedded in mortar.
e. Finished mortar bed thickness: 3/32" to 3/8" after tile is set'
f. lnstall threshold using same materials and methods as for tile floor.
W. INSTALLATION OF WATERPROOF MEMBRANE
1. A liberal coat of Latlcrete 9235 shall be applied directly to the sound
subsurface. \Mlile the liquid rubber is wet, the reinforcing fabric is unrolled
and a second coat of liquid rubber is immediately applied to completely
cover and seatthe fabric. Seams are lapped 2". The fabric is f,ashed into
the drains, around pipes and up the base a minimum of 6" at shower and
steam rooms and to top of tile base in rest of room. At whirlpool extend
membrane upsides and over seating and steps to bottom of coping'
2. \Mren the first application is dry, a second application of Laticrcte 9235 is
made to completely saturate and sealthe fabric.
3. The membrane should be left to cure for 24 hours before tile is installed.
X. APPLICATION OF ADHESIVES
1. Adhesive for ceramic tile: Meet the requirements of ANSI A 108.4 .
2. Adhesive for stone tile: water resistant, ready-to mix kit, epoxy complying
with ANSIA118.3.
3. Remove grease, dust or dirt prior to spreading adhesive.
4. Epoxy Adhesive: Mix liquid and powder components according to
manufacturers printed instructions; mix to a smooth plastic consistency.
S. Apply adhesive in one thin layer using a V-notched trouelwith 3/16" deep
grooves.
a. Spread onto gypsum board with the flat edge of the trowel for continuous
coverage.. b. Form a horizontal wavy pattern with notched edge of trowel.
cEP/030692 QC35/09340-7 BID SET
Y. SETTING TILE
1. Perform cutting and drilling of tile without marring visible surfaces.
2. Carefully grind cut edges of tile abutting trim, finish or built-in items for
straight aligned joints.
3. Clean tile with a sponge and clean water to remove dust and processing
residue from the back and sides before setting.
4. Fit tile within 1/4" of piping, fixtures and other penetrations so that plates,
collars, or covers overlaP tile.
5. Layout tile pattem so that no tile is less than half size.
6. Do not set tiles after "skin" has formed over surface of adhesive or mortar.
Remove skinned mortar or adhesive and replace with new mortar or
adhesive.
7. Align joints at right angles to each other. Accurately form intersections and
returns.
8. Press and beat tile into position to obtain 100 percent contact with the
mortar or adhesive bed with no voids around the edges. Level with adjacent
tile.
9. Remove excess mortar or adhesive from edges and face of tile.
10. Set tile without backing sheets with 1/8" wide joints using spacers.
Z. SEALING CERAMIC TILE FLOORS
1. Before tile is grouted apply sealer following manufacturers printed
instructions.
2- Apply evenly over tile using a clean soft cotton cloth or a lambs wool
applicator; buff off surface and allow to cure.
3. After tile has been grouted, apply a second coat of sealer to grout joints.
AA. GROUTING TILE
'1. Allow tile to set for at least 24 hours before grouting. Do not walk on or
disturb tile during this Period.
2. Remove any spacers before grouting.
3. Clean the joints of cushion edge tile to depth of cushion.
cEP/030692 QC35/09340-8 BID SET
a
4. Max dry ,nnrlbn," wtth admtlilure.
5. Mix grout in accordance wilh manufacture/s recommendations.
6. Do not add water, additional grout or other ingredients after slaking period.
7. Instrall grout in accordance with ANSI A108.10.
8. Fill all gaps and skips. Do not permit mortar or adhesive to show through
grouted joints. Finished grout shall be uniform in color, smooth and without
voids, pin holes or low sPots.
9. Rub down tile as soon as grout has started to stiffen.
BB. JOINT SEALERS
1. Install sanitary sealant specified in Section 07900.
CC. FINAL CLEANING
'1. Remove debris. Clean excess grout ftom face of tile.
Z. Wash with tile cleaner and clean water. Acid cleaners are not permitted.
3. Allow tile cleaner to remain on surface for five minutes. Scrub with stiff
brush.
4. Thoroughly rinse with clean water until all traces of cleaner and loose grout
have been removed.
5. Regrout areas where grout was loose.
6. Remove remaining grout film build up.
7. lmmediately following rinse, remove all water with weUdry vacuum or clean
sponge.
DD. PROTECTION
1. Use traffic control measures to prevent damage to newly installed tile floors.
2. After grouting, provide baniers around tile installation for a minimum of 24
hours or limit area to light foot traffc if the tile is first covered with building
kraft paper and sheets of PlYwood.
cEP/030692 QC35/09340-9 BID SET
EE. WARRANTY
1. Upon completion of work, the contractor shall furnish a written warranty to
Marriott stating that the bathroom will remain waterproof for a period of five
(5) years from the date of completion, and that the contractor will make
repairs at no cost to Marriott due to defects in material or workmanship.
2. Warrant workmanship and materials for a period of two (2) years afier final
acceptance- Replace defective work immediately upon notification at no
additional cost to Marriott.
3. Adjacent finishes and areas damaged as a result of replacement work shall
be corrected at no cost to Marriofi.
END OF SECTION
I
cEP/030692 QC35/09340-10 BID SET
sEcTtoN 09510
ACOUSTICAL CEILING SYSTEMS
A. RELATED DOCUMENTS
1. General Conditions and Supplementary Conditions apply to this Section.
B. WORK INCLUDED
1. Replace grid and acousticaltile in Health Club conidor (to match existing).
2. New suspension grid.
3. New acousticaltile.
C. ACOUSTICAL TILE
1. Manufacturers:
a. Armstrong World Industries Inc., Ceiling Div.; Lancaster, PA
(717) 397,0611.b. USG Interiors, Inc.; contact \Mlliam Nelson, Chicago, lL.
(800) 621-9622, Elil. 53582. For type and pattem: see Finish Schedule on Drawings.
3. Submit samples for verification and approval by Marriott Representative.
D. CEILING SUSPENSION SYSTEM
'1. Manufacturers:
a. Chicago Metallic Corp.; Chicago, lL (800) 323'71U.
b. USG Interiors, lnc., Ceiling Suspension Division:Atlanta, GA (404) 396-
9022.c. Armstrong World lndustries, lnc.; Ceiling Division; Lancaster, PA (717)
397-0611.
2. Steel Components: Precision roll-formed and conforming to local building
code, ANSI/ASTM C635, Heavy Structural Classifications.
a. 9/16" exposed flange with 1/4" continuous recessed slot:
1) Public Restrooms2) Elevator Lobby3) Massage Rooms4) AerobicM/eight Rooms
cEP/030593 QC35/09510-1 BID SET
3. Components in health club toilet and locker rooms shall conform to ASTM
C635 for heavy structural classification and ASTM 8117 tor severe
environmental performance.
a. Double-Web galvanized steel body with stainless steel clips and
aluminum cap with a baked on satin white enamelftnish.
b. Main Tee: 15116" exposed flange.
c. Products:1) ltem No. u7XA" from USG Interiors, Inc.
2) "system 1830" from Chicago Metallic Corp.
3) "Prelude Plus System" fiom Armstrong World Industries Inc., ceiling
division.
4. Performance: Maximum deflection of 1/360 of the span.
5. For type and pattern see Finish Schedule on Drawings.
6. GeneralRequirements:
a. Cross tee holes at 6" o.c.
b. Hanger wire holes at 2" o.c.
c. Integral reversible splice preparations.
d. Finish: Baked on satin white enamel
7 - Cross Tee:
a. Same design and finish as main tee.
b. Provide for interlock with opposing cross tee through main tee web holes.
c. Lower flange extended and offset to provide a flush level intersection.
8. Hanger \Mre: Sized so that stress at 3-times hanger design load (ASTM C
635, Table 1, Direct Hung), will be less than yield stress of wire.
a. At Health Club Toilets and Locker Rooms: Minimum #8 gauge aluminum
wire.b. At Other Areas: Minimum #12 gauge galvanized carbon steel soft temper
wire; ASTM A641, prestretched, Class 1 coated'
E. INSTALLATION
1. Examine areas in which work is to be performed' Report to Marriott
Representative conditions that will adversely affect satisfactory execution of
work. Do not proceed with work until unsatisfactory conditions have been
corrected.
cEP/o30593 QC35/09510-2 BID SET
2. Starting work constitutes acceptance of the existing conditions and this
Contractor is then responsible for conecting all unsatisfactory or defective
O condition's or work encountered at no expense to Marriott
3. Comply with manufacture/s installation directions and ASTM C636.
4. Layout grid pattern to produce tile of equa! size on opposite walls with no tile
less than half size.
5. Do not attach to ducts, pipes, etc. Bridge under obstructions with a grid of 1-
112" cold rolled steel channels, minimum, to support suspension system.
6. Hang main tees parallel in a flat plane.
a. Space hangers at 4'-0' maximum along the main tees, and within 6" of
the ends, splices and other intenuptions of main tees.b. Space main tees 2'-0" o.c.
7. Securely interlock cross tees to main tees and space to support edges of tile.
8. Installedge molding at perimeter.
a. Form reveal of same depth and width as that formed between edge of
panel and flange at exposed suspension grid.
b. Lay-in Panels with Tegular Edges: Provide stepped edge moulding at' walls, diffusers and ceiling fixtures forming reveal of same depth and
width as that between edge of panel and flange at exposed suspension
members.
9. Provide edge moldings fabricated to diameter or size required to fit
penetrations. Neatly cut and fit around light fixtures, diffrtsers, etc.
F. CLEANING
1. Clean as work progresses.
2. At completion of work, acoustical ceilings shall be free of soil marks and
smudges.
3. Replace defective or improperly installed acoustical ceiling work at no cost to
Marriott.
END OF SECTION
cEP/030593 0c35/09510-3 BID SET
sEcTloN 09650
RESILIENT BASE
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Remove existing resilient base where indicated on Drawings.
2. Prepare surfaces to receive new resilient material.
3. Mnylbase.
C. VINYL BASE
1. Meet the requirements of F.S. SS-W.4Oa, Type ll.
2. Manufacturers: Mercer Products Company, Inc.; Orlando, FL
(800) 447-8442.
3. Thickness: 1/8".
4. Provide straight (toeless) type at carpeting.
5. Provide field formed (heated) outside corners.
6. Provide in coil rolls.
D. ADHESIVE
1. Waterproof types recommended by the manufacturer for location and
application.
2. Veriff compatibility of adhesive with substrate including any remaining
existing adhesive.
E. COLORS'PATTERNS
1. For colors and patterns of products see Finish Schedule on the Drawings.
cEP/030593 QC35/09650-1 BID SET
F. TNSTALLAION OBASE
1. Open joints in the sub-surface shall be filled levelwith the finished wallto
provide solid back for the base.
2- Install base with full bed of adhesive against a solid surface that is levelto
114" tn 10'-0".
3. Install base in as long a length as practical with tight joints.
G. CLEANING AND PROTECTION
1- Wash resilient materials with neutral cleaner when adhesives have set
sufficiently to become fully bonded.
2- Leave work clean, smooth and free from waves, buckles, loose joints or
excess adhesive.
3. Cover to prevent damage ftom subsequent construction.
4. Work showing defects such as being loose, curled, cracked or broken shall
be corrected or replaced at no additional cost to Marriott.
END OF SECTION
cEP/030593 QC35/09650-2 BID SET
O sEcnoN oeset
TEXTURED WALLS AND CEILINGS
0NTERTOR)
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Remove existing textured ceiling material in areas to be patched.
2. Repair defects in substrate which will show through textured finish.
3. New textured ceilings as needed.
4. Prepare walls for new textured finish as needed.
a. Textured finish on new wall in lobby is an altemate.
5. New textured wall finish and ftnish on CMU at fireplace.
C. TEXTURED GEILING TUTATERIALS
1. Texture Coating: Non-asbestos types, texture finish, to match existing ceiling
texture.
a. "Perfect Spray" - Medium Texturc - National Gypsum Co.; Charlotte,
NC, (704) 365-0950.b. "Aritstex Vinyl" - Coarse - Proko Industries Inc.; Mesquite, TX (214)
681-9261; Gontact Larry \Mzorek at (301)459-5005.
c. "lmperial QT Super Textul€" - United States Gypsum; Chicago, lL:
Contact Larry \Mzorek at (301 459-5005.
2. Primer: \Mrite vinyl acrylic paint. Apply to concrete or gypsum board
surfaces.
3. Hardener: Mnyl acrylic paint, white.
4. Water: Potable.
5. Mix:
a. Coating Material: 40 Pounds.b. Hardener: 1 quart.
c. Water: 4lo 4'112 gallons.
cEP/030593 QC35/09891-1 BID SET
D. rExruRED wailtn,,x
1. A seamless, midew resistant, wall coating system offering textural and
dimensional qualities, environmentally safe meeting V.O.C. (Volatile Organic
Contents) rbgulations nationwide.
2. Listed products shall be mold and mildew resistant.
3. Material:
a. Mildew Resistant Primer/Base Goat: tinted vinyl acrylic latex emulsion.
b. First Coat Ready-Mixed, Pigmented, acrylic polymer based elastomeric.
c. Mildew Resistant Second Coat: Heavy-duty, ready-mixed, pigmented'
acrylic polymer based elastomeric.
4. Products:
a. "tntro€oat" - (Proko) Intro-Coat Limited, Inc., Mesquite, TX. Contact
Mark Soltis at (301) 459-5005. 2
b. "Plexture" - Triarch; Houston, TX (800) 537-6111.
5. Colors: See Finish Schedule on the Drawings.
6. Sheen: Flat
E. CHEMICAL SPORICIDIEN MILDEW'STAIN REMOVER
1. Products:
a. "X-14" By Block Household Products Company; Jersey City' NJ; (201)
434-3000.
b. "Tilex" By Clorox Company; Oakland, CA; (800) 227-1860-
c. "Gone" - Enviro'Chem, Inc.;Wallawalla, WA (509) 922-0490.
F. SUBMITTALS
1. Submit manufacturer's technical information including installation instructions
and Product descriPtion.
2. Prior to beginning work, furnish color selections and texture.
G. QUALITY ASSURANCE
1. Use thinners approved by the coating manufacturer, and only within
recommended limits.
cEP/030593 QC35/09891-2 BID SET
2. Applicator sfrlsuUmit documentation indicating ,tn" has been trained and
is certified as an installer for rnanufacture/s materials.
3. A sample wall area shall be prepared with proper cleaning, preparation, and
finished with WallTexture System. This sample shall be the standard for the
job and must be approved by the Marriott Representrative.
H. WARRANW
1. Manufacturer and applicator shall iointly wananty material and application for
a period of 5 years against mold/mildew, cracking and peeling.
2. Applicator shall repair any damage at no cost to Maniott.
I. PREPARATION FOR TEXTURED CEILING
1. Remove existing textured coating material as neoessary to eliminate
appearance of start and stop of new textured finish.
Z. Seal cracks or structuraljoints in ceiling slabs as specified in Section 07900
before new textured finish is applied.
3. Protect adjoining walls, access panels, speaker enclosures, duct openings
and recessed light fixtures from overspray.
J. APPLICATION FOR TEXTURED CEILING
1. Apply 1 coat of primer to surfaces scheduled to receive textured finish.
Z. Apply coating at a rate to match existing texture or to cover approximately I
square feet per pound of texturing material.
K. EXAMINATION OF WALLS AND CEILINGS
1. Inspect surfaces to receive new textured finishes before beginning work to
.
determine that they are sound, dry, free of mildew, clean and ready to receive
finalfinish.
2. Report in writing to the Marriott Representative conditions that will affect
wairanty or satisfactory execution of work such as improperly constructed
substrates or adjoining work'
3. Do not proceed until satisfactory conditions have been corrected.
cEP/030593 QC35/09891-3 BID SET
4. Starting wo*Orstitutes acceptance of the conditt under which work is to
be performed. After such acceptance, contractor is responsible for correcting
defective work at no cost to Marriott.
5. lf moisture content of walls is above 47o, gtpsum board may need to be
replaced; review conditions with Marriott Representative.
L. PREPARATION FOR TEXTURED WALLS
1. lf mildew is present, remove by wetting down walls with mildew/stain remover.
a. Wash walls with chemical sporicidien mildedstain remover in accordance
with label instructions.b. Rinse with clean water and allow to thoroughly dry.
2. Cover all openings, windows, doors, or furniture with the proper polyethylene
sheeting, masking paper, drop clothes, etc'
a. Mask off area for vinyl border at suites'
3. Apply mitdew resistant base coat to all walls at a rate of 300 sq. ft. per gallon.
M. APPLICATION FOR TEXTURED WALLS
1. Make sure walls and CMU are thoroughly dry.
2. Either roll or spray the first coat at a rate of 200 sq. ft. per gallon.
3. Apply second coat as recommended by manufacturer at a rate of 105 sq. ft,
per gallon and "knockdown" to produce a fine splatter texture of 20 mill
thickness.
4. Materials should not be reduced (thinned). They are ready-mixed and ready
to use.
5, Gompleted work shall be uniform in appearance and coverage. lt shall be
free of holidays, spotting, laps, tool marks, runs, sags, or other surface
imperfections.
6. Texture finish shall be painted as specified in Section 09900.
K. CLEANING AND PROTECTION
1. Damage to work of other trades or surface by overspray shall be cleaned
immediately, and surface repaired at no cost to Marriott.
o
cEP/030593 QC35/09891-,4 BID SET
o
2. Remove all masking trape on the same day as application.
O 3. Water clean-up within 3 hours of application.
4. Protect finiShes from casual impact for a period of forty-eight hours afrer
installation. Protect ftom heavy traffc for a pedod of at least three days.
END OF SECTION
cEP/030s93 QC35/O9891-5 BID SET
sEcTtoN 09900
PAIilTING
A. RELATED DOCUMENTS
1. General Conditions and Supplementary Conditions apply to this Section.
2. The use of solvent based products need to be reviewed for compliance with
localbuilding codes.
B. WORK INCLUDED
1. Painted Interior Metal and HM Doors and Frames.
2. Painted lntedor Woodwork.
3. Painted Interior Gypsum Board.
4. Painted Interior Ceilings.
5. Stained lnterior Woodwork and Doors.
6. Touch-up of existing woodworUdoors.
7. Stained exterior wood siding.
8. Painted exterior fence (new and existing).
9. Painted exterior exhaust hood from fireplace.
10. Sealed wood deck.
11. Painted walls in kitchen.
C. QUALIW ASSURANCE
1. lnterior Semi-Gloss Enamel:
a. Spread Rate: 400 sq. ft./gal.b. Wet Film Thickness: 4 mils.c. Dry Film Thickness: 1.6 mils.d. Volumn of Solids: 41o/o x 2.
2. Interior Eggshell Enamel; same as for semigloss enamelexcept:
a. Dry Film Thickness: 1 mil.b. Volumn of Solids: 28.4o/o x 2.
BID SETcEP/030593 QC35/09900-1
3. lnterior Flat Latex:
a. Spread Rate: 400 sq. ft./gal,b. Wet Film Thickness: 4 mils.c. Dry Film Thickness: 1.2 mils.d. Volumn of Solids: 28.4o/o t 2.
4. lnterior Semi-Gloss Latex and Latex Primer; same as flat latex except:
a. Volumn of Solids: 30.6% x 2.
5. Epory/PolyurethanePaint:
a. Spread Rate: 200 sq. ft./gal.b. Wet Film Thickness: 8 mils.c. Dry Film Thickness: 4 mils.d. Volumn of Solids: 50o/o t 2.
6. Shenryin \Mlliams Promar Series 400 paint has been used as a reference
standard.
D. SAMPLES
1. Submit stain on same wood species as actualfinish. Show match to
existing finish.
2. Submit paint color samples indicated on the Drawings by Marriott Finish
Number.
E. PAINT AND STAIN MANUFACTURER
1. Sherwin-\Mlliams; Lanham, MD (301) 459-5005; Attn: Larry \Mzorek.
F. SURFACE PREPARATION
1. Existing surfaces being refinished shall be properly prepared in accordance
with painUstain manufacturer's written (S-W1 through S-VV24)
recommendations.
Z. Existing surfaces being repaired shall be primed before being finished in
accordance with painUstain manufacturer's recommendation.
3. Repairs to metal doors and frames:
a. Fill surface depressions with two-component auto body putty, allow to
cure, and sand flush for invisible joint with adjacent metal surfaces.
b. Sand rust areas.
c. Apply metal paint primer to all repairs.
cEP/030593 Qc35/o99oo-2 BID sET
4. lf mold anoOaew is found, clean area wittr gerlidd detergent following
manufacture/s printed instruc{ions.
G. EXISTING WOODWORK AND DOORS
1. Remove dirt, oil or grease.
2. Repair scratches, bum marks, nicks and dents by use of the following:
a. Matching plastic wood filler.b. Matching wax marker.c. Steam heat.
3. At joints in woodwork, apply matching plastic wood or matching wax marker
and spot sand or smooth out surfaces.
4. For items being 'touched-up", provide urethane varnish topcoat as needed
to blend-in repair work. "UUherc restalnlng ig not being done.*
5. For items being "refinished", repair work shall be donE afier staining.
'*llUhere restaining has been indlcated on t{re drawlngc.*
H. PROTECTION, INSTALLATION AND CLEANING
1. Remove face plates of wiring devices, bath/toilet accessories, fire alarm
covers, smoke detector covers and sprinkler oovers; reinstall at completion ;
of painting. Replace rusted, damaged or misisng screws.
2. Door Hardware and Signage:
a. Remove and clean.b. Reinstall items being reused in same location after refinishing.c. Leave hardware free of paint and in proper operating condition.
3. Exercise care to prevent damage to adiacent surfaces, using suitable clean
cover cloths and masking.
4. Cleaning:
a. All surfaces being finished shall be cleaned ftrst.b. Remove paint spots, oils or stains from adjacent surfaces.
5. Germicidal Detergent (Use if mold and mildew has been found)
a. 'X-14" - Block Household Products Co.; Jersey City, NJ
(201) 434-3000.b. 'Tilex" - Clorox Co.; Oakland, CA (800) 227-1860.c. "Gone" - Enviro-Chem, Inc.;Wallawalla, WA (509) 522-0490.
cEP/030593 QC35/09900-3 BID SET
I. SURFACES TO BE COATED
1. Paint access doors, panels, registers, diffusers, light fixture trim, metal
speaker covers and grilles the same color as adjacent surfaces. Paint
access doors and panels in open position. ltems of exposed aluminum shall
not be painted.
2. Paint interiors of ducts showing through registers and grilles flat black.
3. Paint prime coated or previously painted hinges the same as door frame to
which they are attached.
4. Finish edges of doors to match faces.
5. Application to Interior Ceiling Tile:
a. Prior to application, remove speaker enclosure and protect speaker
cone from paint spray.b. Leave existing tile in place. Dust to remove loose paint and dirt.c. Paint lay-in ceiling tile in place using temporary spacer between tile and
suspension grid.d. Apply two coats of paint to suspension grid prior to installation of new
tile.
6. Do not paint sprinkler heads, smoke alarms or thermostats/covers. O
J. SCHEDULING
1. General:
a. The number of coats listed in Painting Schedule are the total number of
coats required on the materials.b. Numbers 1,2 and 3 indicate the first, second and third coat. All coats
shall be by the same manufacturer.
c. The first coat of 3- coat finish may be omitted on new items delivered
with shop prime.
d- Apply specific number of coats to bare surfaces.
e. Sheen indicated on drawings.
2. Use primer recommended by manufacturer for substrate and finish system
used.
K. PAINTED INTERIOR METALS AND HM DOORS AND FRAMES
1. Compatible tinted metal primer. (As required by manufacturer of finish coat.)
2. Alkyd resin or acrylic latex enamel.
o
cEP/o30593 OC35/09900-4 BID SET
L. PAINTED INTERI WOODWORK
' 1. Gompatlble primer-sealer. (As required by manufacturer of ftnish coat.)
2- Acrylic latex enamel.
3. Acrylic latex enamel. (2 coats when light color is applied over a dark color)
M. PATNTED INTERIOR GYPSUM BOARD
1. Compatible primer-sealer. (As required by manufacturer of finish coat.)
2. Acrylic latex.*
3. Acrylic latex.*
*(use semi-gloss in service stations, shower stalls and swimming pool).
N. PAINTED INTERIOR CEIUNG TILE, EXPOSED SUSPEI{SION GRID AND
EXISTING SPRAY TEXTURED CEIUNGS
1. Non-bridging acrylic latex. (ProMar 7@ Series)
2. Non-bridging acrylic latox. (ProMar 76 Series)
O. STAIN FINISH NEW INTERIOR WOODWORK AND DOORS.--
- 1. Compatible sealer/primer. (As required by manufacturer of finish coat.)
2. Alkyd resin stain; finish to match samples.
3. Clear urethane varnish; satin sheen.
4. Clear urethane varnish; satin sheen.
P. STAIN FINIS}I EXISTING INTERIOR WOODWORK AND DOORS
1. Alkyd resin stain.
2. Apply matching wood filler to scratdles, nicks and dents.
3. Clear urethane varnish, satin sheen.
o. PAINTING OF INTERIOR METALS AND HM DOORS AND FRAMES (lN
swlMMlNG POOL)
1. Surfaces must be clean, dry and dree from cofftaminants.
O 2. Dull glossy areas by sanding and cleaning.
o
cEP/030593 oc35/@9oo-5 BID SET
3. Apply one coat of epoxy primer.
4. Apply one coat of polyurethane enamel.
R. SPECIAL COATING - EPO)ot TYPE: (NEw WALLS lN KITCHEN - MATCH
EXISTING; FIELD VERIFY)
1. Use approved primers.
2. Sherwin Williams Kem Cati-Coat Epoxy Filler/Sealer.
3. Shenrin Williams Tile Clad ll Epory.
S. EXISTING STAIN FINTSH INTEFIOR WOODWORK TO BE PAINTED.
1. Solvent thinned primer, sealer and stain suppressor.
2. Vinyl acrylic latex.
3. Vinyl acrylic latex.
T. PATNTING OF ELEVATOR DOORS/FRAMES AND BASE BOARD HEATERS
1. Surfaces must be clean, dry and free from contaminants.
2. Dull glossy areas by sanding and cleaning.
3. Apply one coat of epory Primer.
4. Apply one coat of polyurethane enamel.
U. HEAT RESISTANT PAINT FOR EXTERIOR EXHAUST HOOD FROM
FIREPlACE
1. Silicone copolymer enamel.
2. Silicone coPolymer enamal.
V. SEALER FOR EXTERTOR WOOD DECK AND RAILING
1. Penetrating clear, phenolic, linseed resin with fungicide.
2. Apply two coats; second coat to be applied before first coat dries.
3. Product is similar to Benjamin Moore "Moorewood Penetrating Cleand Wood
Finish and Preservative" No. 08800.
cEP/030593 oc35/09900€BID SET
ow. PATNTED EXTERTOR FENCE (NEW AND EX|ST|NG
o
)
1. Hand or power tool removal of loose paint, rust and millscale.
' 2. Wash with an abrasive kitchen cleanser; rinse and let dry.
3. Prime railing with a lead-ftee rust inhibitive alkyd metal primer similar to
Sherwin Williams Ken Kromik metalprimer B 50N2.
4. Apply two coats of a medium oilalkyd enamel similar to Shenrin \Mlliams
Industrial Enamel B 54.
X. STAINED EXTERIOR WOOD SIDING AND DOORS
1. Semi-transparent oil stain (without wax).
2. Semi-transparent oil stain (without wax).
3. Spar varnish.
4. Spar varnish.
END OF SECTION
cEP/030593 QC35/09900-7 BID SET
O sEciloN oeesi
,"... WALLCOVERING
O 1. Unconditionally warrant installation for one year.
O A. RELATED DocuMENTs
1, General Conditions apply to this Section.
B. WORK INCLUDED
1. Establish quantities of each type of wallcovering.
2. Remove existing wallcovering.
3. Patch and prepare surf;aces to receive new wallcovering.
4. Perform moisture tests on wall surface.
5. Fumish adhesive and primer specified.
6. lnstallwallcovering material provided by Maniott.
7. Keep records of material deliveries.
C. WARRANW
2. Repair defects at no cost to Maniott.
3. Warranty includes, but is not limited to:
a. Release from the substrate.b. Noticeable discoloration due to bleeding, stains, etc.c. Opening of seams.d. Mildew or mold (fungus) growth.
D. ESTABLISHING QUANTITIES FOR BIDS
1. Establish and submil wallcovering quantity take-oft as part of bid submittal.
2. Provide additional materials required to complete the work due to errors in
quantity take-ofi at no additional cost to Maniott.
cEP/030593 QC35/09951-1 BID SET
E. SUBMITTALS
1. Product Data: Submit manufacturer's technical product data for adhesives,
certifiing mildew and fungi resistance, non-bleeding, non-staining and non-
fl ammability properties.
2. Delivery receipts for materials furnished by Marriott.
F. QUALITY ASSURANCE
1. Installer Qualifications: Minimum of 2 years experience in installation of
commercial wallcovering of type, quantity and installation methods similar to
work specified.
2. Regulatory Requirements: \Mtere local building codes require, install
wallcovering in conformance with requirements for an Underwriters
Laboratories fire rated assembly.
3. Field Sample:
a. lnstall wallcovering and required accessories in a sample area designated
by the Marriott Representative.b. Sample installation shall be approved by Marriott prior to installation of
remaining wallcovering.c. Sample installation shall remain undisturbed until completion and
acceptance of all wallcovering wod<.
G. DELIVERY, STORAGE AND HANDLING
1. Receive and store materials furnished by Marriott until ready to install
wallcovering.
2. Provide secure and dry storage area with temperatures maintained above 50o
F. and humidity levelas recommended by wallcovering manufacturer. Furnish
Marriott Representative the address of storage location which will be
inspected and approved before shipments are released.
3. Store rolls of materials as directed by the manufacturer with identification label
of each roll visible.
4. Execute receiving reports furnished by Marrioft for each material delivery.
a. lnspect each delivery for damage.
b. Note damage on the carriers delivery slip as well as the receiving report.
c. Fonrvard receiving reports and carriers delivery slips to the
Marriott Representative immediately upon receipt of delivery.
cEP/030593 QC35/09951-2 BID SET
d. Assume fresponsibility for damaged materilot reported. Record and
report conealed damage in accordance with National Motor Freight
Caniers Regulations.
O 5. Maintrain complete inventory records of all materials received. Fonrard record
copies to the Marriott Representative every 2 weeks.
H. FIELD TESTING
1. Test gypsum surfaces with a moisture meter.
,. l. Do not instatlwallcovering on surfaces with a moisture content exceeding 4%.
I. SEQUENCING
I. SEQUENCING
1. Install wallcovering after completion of:
a. Tile.b. Textured ceilings.c. Painting.d. Electricalrevisions.
2. Install wallcovering before installation of:
a. Joint sealers.b. Resilient base.c. Corner guards.d. Toilet accessories.e. Lavatorycountertops.f. Woodwork.g. Plumbing trim.h. Electrical coverplates.i. Surface mounted lighting fixtures.
3. Do not installwallcovering in areas where mirrors are to be installed.
J. MATERIALS
'1r. Primer and Adhesive Manufacturers:Roman Adhesives, Inc.; Calumet City, lL
Gontact Larry Wzorek at (301) 459-5005.
2. Primer: Same manufacturer as the adhesive used.
cEP/030593 QC35/09951-3 BID SET
o3. Adhesive: Ready-mixed
staining, non-fl ammable
are not acceptable.
, mildew and fungus resistant, non-bleeding, non-
and strippable. \Mreat paste and clay base products
4. Acceptable.Primer and Adhesive Systems:
a. New vinyl over existing substrate: (\A/here all layers of existing
wallcovering are removed).
MANUFACTURER PRIMER ADHESIVE
1) Roman Adhesives Ultra-Prime Ultra Pro 880
Pro 977 StriPPable
b. New Mnyl over Existing Mnyl (Only when approved by Marriott Representative
in writing):
MANUFACTURER PRIMER ADHESIVE
1) Roman Adhesives Prof R-35 Pro 774 Glay
(PRO 935) StriPPable
c. MANUFACTURER PRIMER ADHESIVE
1) Roman Adhesives Not needed Ultra Pro 880
Strippable
d. Use Roman PRO 429 to remove clay based adhesive from wall. !-'
5. Masking Tape: 3M Adhesives, Coatings and Sealers Div; St. Paul, MN (614 7giF
1 140, general purpose type.
6. Germicidal Detergent: Use if mold and mildew has been found.
a. -X-14'- Block Household Products Co.; Jersey City, NJ
(201) 434-3000.
b. "Tilex" - Clorox Co.; Oakland, CA (800) 227'1860'
c. "Gone" - Enviro-Chem, lnc.;Wallawalla, WA
(509) 522-04e0.
K. EXAMINATION
1- lnspect surfaces to receive new wallcovering before beginning work to
determine that they are sound, dry, free of mildew, clean and ready to receive
final finish.
2. Report in writing to the Marriott Representative conditions that will affect
warranty or satisfactory execution of work such as improperly constructed
substrates or adjoining work.
cEP/030593 QC35/09951..4 BID SET
3. Do not procefntilunsatisfactory conditions navGen correc'ted.
4. Starting work constitutes acceptance of the conditions under which work is to
be performed. After such acceptance, Contrac'tor is responsible for correcting
defective work at no cost to Marriott.
L. PREPARATION
1. Remove face plates of wiring devices, grilles and registers, fire alarm covers,
smoke detector covers, sprinkler ooveni, aooess panels; reinstall at
completion of wallcovering installation.
2. Remove all existing layers of wallcovering.
3. Prepare surface in accordance with vinyl adhesive manufacture/s
recommendations.
4. Repair of damaged wallboard specified in Section 09250 - Gypsum Board
Systems.
5. Prime ("size") new and patched walls as recommended by adhesive
manufacturer.
6. Seal markings and stains left on substrate by felt tip pens, crayons, ballpoint
pens, and food to prevent bleed-through. Use white pigmented KllZ ll as
manufactured by Masterchem lndustries; contact Larry Wizorek at (301) 459-
s005.
7. Prime moisture resistant gypsum board (green). Prime the entire wall, corner
to corner; use Roman's ULTRA-PRIME, PRO 977.
8. lf mold and mildew is found, clean area with germicidal detergent following
manufacturer's printed instructions.
9. Remove wallcovering from its packaging and allow to acclimatize to the area
of installation 24 hours before application.
10. Notiff Marriott Representative of defects, mismarking of wallcovering materials
or appearance of mildew or fungus in materials.
11. Examine each pattern and color before commencing installation and veriff
with the Marriott Representative that each matches the materials specified
and indicated on the Drawings.
. 12. Become familiar with patterns in the material. Determine cufiing allowances
required to minimize waste yet produce precise matching.
cEP/030593 QC35/09951-5 BID SET
M. rNsrALLArpN
')1. Comply with manufacturer's directions for mixing and applying adhesive.
2- Use panels. of wallcovering in exact order as they are cut fiom roll.
3. Cut or butt each panel and as recommended by wallcovering manufacturer for
the type of wallcovering to be installed.
4. Perform double cutting with a "Double Cutting Tool" specifically designed for
the purpose to prevent cutting substrate or slip sheet.
5. Install non-match panels on the hanging surface, reversing every other panel
unless othenrise recommended by the manufacturer. Match side joints for
continuity.
6. Fill in over doors and windows as work progresses with panels cut in
consecutive order from the roll.
7. Smooth wallcovering to surface with roller, stiff bristled brush or a flexible
broad-knife to eliminate air bubbles and ensure full adhesion.
8. Do not allow verticaljoints to occur closer than 6 inches from outside or inside
corners. Horizontal joints are not acceptable.
9. Extend edges behind bases, plates, plumbing trim, cabinets and surface
mounted items. Cut material edges even and straight.
10. Remove excess adhesive from seams and adjacent surfaces using clean
water and sponges.
11. Notifo the Marriott Representative of variations in color or pattern match. Do
not continue with work until instructed by Marriott Representative.
12. Installwallcoverings using adhesive on both wall and back side of
wallcovering for returns of less than 6"; hold in place with masking tape for 24
hours, minimum.
N. CLEANING
1. Remove soil and exoess adhesive on face of wallcovering and adjacent
surfaces.
cEP/030593 QC35/09951-6 BID SET
O. EXTRA MATERIE
1. Deliver unused wall covering material to Maniott Representative, packaged
with a paper wrapping and labeled for identification.
END OF SECTION
cEP/030593 QC35/09951-7 BID SET
O sEcnoN iooso
TIISCELLANEOUS SPECIALTIES
A. RELATED DOCUMENTS
1. General Conditions and Supplementary Conditions apply to this Section.
B. WORK INCLUDED
1. Accessible pool lift.
2. Brackets for new TVs.
3. Planter liners.
4. Display cases.
5. Recessed walk-off mat.
C. ACCESSIBLE POOL LIFT
1. Provide "Poolside/' unit as manufactured by Arjo, Inc.; Morton Grove, lL (800)
323-1245.
2. The unit shall be a self-operated device powered with an internal 24 voft
rechargeable battery and a lifting capacity of 300 LB's. The battery shall be
contained and sealed within the pedestal.
3. The chair incorporates a joystick which allows for unassisted operation. The
seat shall have a hole for rapid drainage of water.
4. Unit shall be equipped with a key operated switch to allow for self or assisted
oPeration.
S. The unit shall be attached by means of three (3) sockets located in the pool
deck. The lifi shall be easily removable from deck, leaving deck clear of
obstruction. Two wheels attached to the pedestal allows for storage when not
in use.
6. Drill need holes in pooldeck and fumish and installArio "Otte/'pool lift
anchor oovers.
7. One "Poolsider" unit is required,
cEP/030692 QC35/10050-1 BID SET
oD. BRACKETS FOR NEW TV's
1. Provide Model No. L\A/B 530T single arm style wall bracket with a swival tray
set at 10" as manufactured by Peerless Industries, Inc. Melrose Park, lL (800)
729-0307.
2. Bracket shall consist of a steelwall plate 6" x 12" x 12 GA and a 14 GA
tubular arm with a lray 22" wide by 13" deep; ftont of tray is 20.5" from wall.
3. Anchor wall plate to masonry wall using expansion shields into mortar joints.
Set plate between continuous horizontalwood trim.
4- Finish: Scratch-resistant Satin Black fused epoxy.
5. Location: AerobicAreight room; see Drawings for specific locations.
E. PLANTER LINERS
1. Material; Self-adhering membrane of rubberized asphalt integrally bonded to
polyethylene sheeting 60 mils total thickness.
2. Provide one of the following products:
a. "Bituthene 3100'- W.R. Grace & Co.; Cambridge, MA (617) 876-1400.
b. "Jiffy Seal 140155" - Protecto Wrap Co.; Denver, CO (303) 777-3001.
c. "Mel-Rol" - W.R. Meadows, Inc.; Elgin, lL (312) 683-4500'
d. 'QSC-701" - QSC Products, LTD.; King of Prussia, PA (800) 338-8701'
e. "Duramem 700-SM'- Pecora Corp.; Harleysville, PA (800) 523-6688.
f. "Potyken 660" - Polyken Technologies, Westwood, MA (617) 320-1000'
3. Primer and Mastic: Recommended by membrane manufacturer.
4. Apply in accordance with manufacturer's instructions.
5. Surfaces: Dry and free of dirt, oil, or other contaminants.
6. Apply primer at coverage rate recommended by the manufacturer.
7. Mold sheets to follow profile of planters; over lap seams in sheets a minimum
of 6".
8. Extend membrane up sides of planter to underside of planter cap.
cEP/030692 QC35/10050-2 BID SET
F. DTSPLAY CASESO
1. Furnish and install Model"No. "L" with center mullions as manufactured by
Poblocki & Sons; Milwaukee, W (414) 273-3333.
2. Aluminum extrusions shallbe alloy 606$T5 in conformance with ASTM &
221. Exposed finish shallbe medium bronze anodized.
3. Construction:
a. Front body onlyb. Corners are to have hairline miters and be braced by means of intemal
aluminum angtes. lf welding is used, there shall be no visible welds.
Fasteners are to be concealed when doors are closed. Frames shall
have a continuous back-up member behind the door.
4. Glazing: 114" cJear, tempered glass without tong marks.
5. Sliding doors to have rocket locks.
6. Size: 4'-0" height x width between existing walls must be field verified.
G. RECESSED WALK.OFF IIIAT
1. Products:
a. "Pedimat ll" ilodel Pt 375Ril Construction Specialties Inc.; Muncy PA
(717) 546-225s.
2. Material:
a. Carpet Tread:
1) Unitary fusion bonded nYlon.
2) Pile Height 1/4".3) Yarn Weight 28 ounces per square yard.
4) Color: No. 9324-Lava.b. Tread Rails:1) Material: Architectural Bronze.2. Finish: Clearc. Around perimeter of mat, provide extruded vinyl senated filler in medium
bronze.
cEP/030692 QC35/10050-3 BID SET
3. fabrication: O
a. Carpet Tread mechanically locked into rails and fastened at each end to
prevent movement.b. Tread rails continuously locked in a ball socket with rigid vinyUacrylic
carpet tread subframe to provide roll-back for cleaning.c. Maximum spacing 3/16" between edges of tread rails.
END OF SECTION
cEP/030692 QC35/10050.4
sEcTloN 10100
CORNER GUARDS AND WALL GUARDS
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Comer Guards.
2. WallGuards.
C. CORNER GUARDS (Revlred)
1. Solid color tYPe.a. Product 'No. 695" - Mercer Produc'ts Company, Inc., Orlando, FL.
Contact Mark Soltis at (301) 459-5005.
b. Material: Extruded vinYl.
c. Size: 1-112" x 1-112" x 1/8" thick.
d. Color: Custom color as indicated on drawings.
e. Mount with adhesive recommended by the manufacturer.
f. \Mere there is a wall base, start corner guards above base and extend to
ceiling.
D. WALL GUARDS AT BASE BOARD HEATER
1. lmpact resistance, snap-on, rigid PVC cover, 1" x 4" with continuous
aluminum retainer and built-in bumper cushion.
2. Provide matching end caPs.
3. Provide rubber spaoets.
4. Flame spread rating shall not exceed 15 in conformance with ASTM E-84.
5. Finish texture is hair cell; color shall be No. 08 lvory.
6. Products: No. 1400 as manufactured by Institutional Products Corporation;
Muskego, Wl (800) 543'1729.
cEP/030692 QC35/10100-1 BID SET
oo7. Anchor aluminum retainer to base board heater cover with 4" toggle bolts
spaced maximum 24'o.c. (See Specification Section 06400).
8. Center wallguards on baseboard cover.
9. Extend full length of baseboard.
END OF SECTION
BID SETQC35/10100-2cEP/030692
sEciloN 10150
TOILET COIIPARTTUIENTS
A. RELATED DOCUiIENTS
1. General Conditions and Supplementary Conditions apply to this Sec'tion.
B. WORK INCLUDED
1. Floor mounted, overhead braced plastic laminate toilet compartments.
C. MATERIALS
1. Sheet Steel: ASTM A366, exposed, matte finished, stretcher leveled, U.S.
Standard gauges.
2. Plastic Laminate: NEMA Standard LD-3, GP50, color and pattem as indicated
on the Drawings.
3. Sound Deadening Core Material 1f2 inch vertical cell, 32 psi resin
impregnated honeycomb.
4. Particleboard: ANS|A208.1, industrial, 3-ply,45 pound density'
5. Stainless Steel: ASTM 4167, Type 302 or 304, No. 4 finish.
6. Cast Alloy (for hardware and accessories): "Zamak," plated with chrome over
nickel or copper on cast alloY.
7. Aluminum: Extruded, 6063-T5 alloy, etched and anodized.
D. PLASTIC LAMINATE TOILET COMPARTMENTS
1. Floor Mounted Overhead Braced:
a. "Goncord" - Accurate Partitions Corp.; Mc€ook lL (708) 442'6801'
b. "series 1042" - Bobrick Washroom Equipment, Inc.; Clifton Park, NY
(518) 877-7444.c. "Embassy" - GlobalSteel Produc{s Corp.; Deer Park, NY
(516) 586-3330.d. "iletropolitan" - Knickerbocker Partition Corp.; Freeport, NY
(516) 546-0550.e. "Academy" - Sanymetal Products Co., lnc.; Cleveland, OH
(216) 531-1600.f. "Overtead Braced" - Weis/Robert Partitions, Inc.; Detroit, Ml (313) 931-
4920.
cEP/o30593 QC35/10150-1 BID SET
2. Panels, Partitions, and Doors:
a. 1 inch thick after lamination.b. Particleboard with Self-Edge Laminate: Apply one piece face and edge
laminates (no splices or joints).
c. Internally reinforce partitions to receive grab bars.
d. Handicapped stall door to swing outward at health club and inward at
public toilets; and provide a clear minimum opening width of 32 inches.
3. Pilasters: 1-114 inches thick afier lamination.
a. Construct as for panels, reinforce with 11 gauge steel plate.
b. Pilaster End Cover: 3 inch high, 0.31 inch thick stainless steel cover,
hemmed top and bottom, and die formed to fit pilaster.
c. Pilasters Adjacent to Walls: Maximum 6 inch wide.
d. Anchor to floor with a vertically adjustable galvanized steel mechanical
fastening device.e. lnsert shims to prevent damage to floor linish. Construct pilasters to run
from finish floor to 12 inches above panels'
f. overhead Bracing: Extruded aluminum, 1 inch by 1-3/4 inches, anti-grip
"loafer" rail, inserted and securely fastened into top of pilasters.
Hardware and Accessories: Chrome plated castings.
a. Hinges: Gravity type with self-lubricating working parts, concealed within
door, adjusted to hold door ajar.
b. Brackets: One or two ear design as required by location, head rail
sockets for floor mounted.
c. Latch: Thumb turn latch mounted within door, designed to permit exterior
acoess.
d. combination Keeper-Bumper: Mounted on edge of pilaster opposite
latch.e. Coat Hook and BumPer:
1) In Swinging Doors: Mount hook 3 inched from top of door and 6
inches from swing edge'
Zl Handicapped Stails: Mount hook on side panel 2 feet from back wall
and 3 inches down from toP of Panel.f. Fasteners:1) Provide fasteners for complete installation.
2) Use materials matching hardware'
3i Use one-way, thefi-proof head type fasteners for attachments at
exposed and semi-exposed locations.
Finish: Plastic laminate bonded under high presure to core material using a
water resistant adhesive.
4.
5.
cEP/030593 QC35/10150-2 BID SET
F. EHiIINATION
1. Examine areas in which work is to be performed. Report in writing to Maniott
Representative all prevailing conditions that will adversely affect satisfactory
execution of work. Do not proceed with work until unsatisfactory conditions
have been corrected.
2. Starting work constitutes acceptance of the existing conditions and this
Contractor shall then, at his expense, be responsible for correcting all
unsatisfactory and defective work encountered.
G. INSTALLATION
1. Comply with manufacture/s instructions.
2. Anchorage:
a. Attach compartments to supporting construction rigidly secure, level and
plumb.b. Do not use wood, plastic or fiber plugs.
c. Concrete: Use ramset or selfdrilling anchors.d. Gypsum Board: Provide metal blocking between studs and screw attach
to blocking.
O 3. Tolerances:
a. Not more lhan ll2" between pilasters and panels.
b. Not more than 1 inch between panels and walls.
c. Not more than 1/8 inch between doors and pilasters.
d. Align within 1/16 inch in any direction.e. Doors: Set bottoms of door level with the boftom of panels when doors
are in the closed position.
4. Hardware Adiustments:
a. Set hinges on in-swing doors to hold open approximately 45 degrees.
b. Set hinges on out-swing doors to return to the fully-closed position.
5. Marriott Representative will inspect partitions for rigidity. Re-anchor as
required by Maniott Representative at no cost to Marriott'
6. Replace marred or damaged parts at no cost to Maniott.
cEP/030593 QC35/10150-3 BID SET
G. CLEANING
1. Clean compartnents as F@mmended by manufactrrer.
END OF SECTIOil
o
cEP/030593 QC35/1015G4
'sEcTroN 10215
GRILLES AND REGISTERS
A. RELATEDDOCUMENTS
1. General Conditions apply to this section'
B. WORK INCLUDED
1. Replacement of supply diftusers.
2. Replacement of exhaust grilles.
C. QUALITY ASSURANCE
1. Examine areas for conditions under which work is to be performed. Report
in writing to Marriott Representative all conditions that will adversely affect
satisfactory execution of work. Do not proceed with work until
unsatisfactory conditions have been conected.
Z. Starting work constitutes acceptance of the conditions under which work
is to be performed and this Contrac'tor shall, at his expense, be responsible
for correcting all unsatisfactory and defec'tive work encountered.
3. lf ductwork is needed, work shall be done in accordance with SMACNA
and NFPA; see Specification Section 15050.
4. See drawings for required painting of grilles and registers.
D. SUPPLY DIFFUSERS
1. All supply difttsers shall be Titus ModelTMS' with 14" round neck,
24x24 face size, opposed blade damper and standard white paintable
finish. Frame shall be suitrable tor 24" x24" lay-in or gypsum board ceiling.
Maximum NC shallbe 30.
2. Size and free area shall match existing being removed and/or being
relocated.
cEP/030593 QC35/10215-1 BID SET
E. EXHAUST GRILLE
1. Return air diffuser shall be surface mounted in 24" x 24" lay'inor gypsum O
board ceiling. Coordinate fiaming with ceiling installation; locate under
existing HVAC equipment.
2. All exposed surfaces shall be aluminum with a white finish.
3. Perforated face plate is removable for access to HVAC equipment.
4. Provide Model No. PR4, without back pan, as manufactured by AiGuide
Corp.; Hialeah, FL (305) 888-1631.
5. Size and ftee area shall match existing being removed and/or relocated.
END OF SEGTION
cEP/030593 QC35/10215-2 BID SET
sEcTroN 10305
PREFABRICATED FIREPTACE
A. RELATED DOCUIUENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Prefab fireplace.
2. Prefab matching flue/vent.
3. Realistic log set.
C. SUBMITTALS
1. Provide shop drawings of this installation complete, indicating required
coordination of various trades involved, locations of valves, gas piping, etc.
2. Submit manufacturer's catralogue data on flues, damper, gas logs, burner and
all accessories.
D. QUALIW ASSURANCE
1. Fireplace complete shall conform to requirements of Local and State
authorities for both gas and wood burning fireplaces.
2. Flue and throat Ehall be UL rated insulated type listed for zero clearance to
combustible surfaces.
3. Fireplace is a decorative item requiring cooperation of several trades.
Coordinate this work to produc{ results shown on the drawings. lmmediately
report any problems to Marriott Representative.
4. lnstaller must follow manufacturers written instructions.
E. MATERIAL
'1. Fireplace and accessories shall be manufactured by Majestic Fireplace
Company, Huntington, lN (219) 356-8000, Model G42HV with trim kit no TK
42 HV-BK as manuf;actured by Majco Building specialties L.P'; Huntington, lN
(219) 356-8000.
cEP/o30593 QC35/10305-1 BID SET
o2. Accessories for fireplace to include:
a. Model No. SRP42HV simulated refractory firebox side and rear panels
with fire brick imprintb. Model No. GWSK remote wall switch at bar area.
c. Model NO. DV90D 90o elbow.
d. Model NO. MDVK - Old straight vent kit.
e. Model No. LS,42D log set.f. Model No. PG 42HV plain glass door panels.
F. GAS EQUIPMENT
1. Provide complete valving, starter, automatic shut off valve and connecting
equipment for conditions indicated. Exposed valve to be polished brass.
G. EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to Marriott
Representative all prevailing conditions that will adversely affect satisfactory
execution of work. Do not proceed with work until unsatisfactory conditions
have been corrected.
2. Starting work constitutes acceptance of the existing conditions and the
contractor shallthen, at his expense, be responsible for correcting all
u nsatisfactory and defective work encou ntered.
H. INSTALLATION
1. Secure the fireplace and hearth extension to the floor to prevent shifting. Be
sure to place the metal safety strip(s) provided with the fireplace beneath the
front edge of the fireplace, extending 1-112" under the fireplace base. Seal
the crack.
2. All gas piping, tubing, hoses, and clamps must be hidden from view (behind
screen).
3. Install fireplace equipment in strict accordance with manufacturer's
instructions and as required by appropriate fire authorities.
4. Before acceptance, the fireplace shall be tested by Marriott Representative
under varied conditions-
I. CLEANING AND PROTECTION
1. Remove alldebris and flash from project site.
Z. Fireplace shall be left in working order. Operating instructions shall be turned
over to Marriott RePresentative.
cEP/o30593 QC35/10305-2 BID SET
3. Allfinish t"C ahel bo dean€d.
1. Protect equipment until acc{lbd by Maniott Repreeeilathle.
END OF SECNONo
tr
cEP/o30593 QC35/1030$3 BID sET
sEcTtoN 10510
WOOD LOCKERS
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Wood loekers.
2. Wood base.
3. Benches.
4. Accessories.
5. Hardware.
C. SUBMITTALS
1 . Certificates:
a. Certify that woodwork is manufactured in accordance with AWI
standards.b. Certify that fire retardant treated materials meet performance
standards specified.
2. Shop Drawings:
a. Show complete details, including thicknesses, sizsrs, types,
grades, classes of metal, finishes, alloy number, connecting and
joining methods, reinforcement, anchorage and installation in
relationship to other construction.
b. Clearly identify "hold-to" dimensions required for items furnished
by others to be integrated into millwork.
c. Draw to a scale not smaller than 1/2" = 1'-0", with overall
dimensions and section cuts clearly shown.
d. lssue in reproducible format.
3. Samples: Provide two 6" x 8" samples of wood species and type
woodwork with stain finishes indicated on the Drawings. Coordinate with
requirement of Sections 06400 and O9900.
022495 QC35/10510-1 BID SET
D. DELIVERY, STORAGE AND HANDLING
1. lnspect jointly with the Marriott Representative and the Contractor for
damage upon delivery to site. Correct or replace damaged items before
starting installation at no additional cost to Marriott.
2. Store in fully covered, well ventilated space having the same humidity
and temperatur€ range as in the building'
3. Repair or replace any damage during storage at no cost to Marriott.
E. BLOCKING, BACKING AND FRAMING
1. Lumber:
a. Dense No. 2 grade, Douglas Fir, Southern Yellow Pine, or
Ponderosa Pine.
b. Moisture Content: Minimum 60,6, maximum 16%.
2. Plywood:
a. Comply with PSl, Group 1 requirements.
b. Grades: C-C.
c. Glue: APA Exposure 1.
3. Fire Retardant Treatment:
a. Flamespread and smoke developed ratings of 25 or less by ASTM
E84, with no sign of progressive combustion when test is
extended to 30 minutes.
b. Use fire rEtardant chemicals Environmental Protection Agency
(EPA) registered and accePted.
c. Products: Provide the following products subject to conformance
with the requirements sPecified.
1) "Pylo-Guard" - Hoover Treated Wood Products; Thomson,
GA (404) 595-1264. Interior application.
4. Comply with "National Design Specifications" by National Forest
Products Association (NFoPA) for fasteners.
5. Verify dimensions, lines and levels indicated on Drawings-
022495 QC35/10510-2 BtD sEr o
H. HARDWARE AT{D ACCESSORIES
1. Hinges: European-style fully concealed, self-closing, nickel plated steel
by Blum are standard. 2 hinges per door through 36" openings, 3 or
more on larger doors.
2. Number Plates: 1-'l12" diameter flush mounted brass with 1/2" stamped
and black filled numbers or letter.
3. Locks: Heavy duty keyed cam locks in brass are standard on all doors,
2 keys per lock. All keyed locks are master keyed.
4. Ctothes Hooks: one double prong ceiling hook and one single prong on
each side and back in brass finish.
I. SIZE AND DESIGN
1 . Units are standard 12" wide x a2O" deep by 36" high' double tier on a
4" high wood frame base.
2. Top is flat with a flush door design.
J. LOCKER BENCHES
1. Pedestal Base:
a. Base: Bellshaped casting, 7-314 inches diameter, threaded for 1-
1/2 inch pipe, with provision for concealed fastening to floor.
b. Pedestal Column: Standard 1-1 /2 inch steel pipe threaded on both
ends.
c. Top Flange: Standard 1-1/2 inch pipe flange, at Ieast 4 inches
diameter with provisions for fastening to wood bench.
d. Finish: Powder coated Baked on enamel in light tan.
e. Size: 18 inch seat hoight.
2. Bench:
a. Material: Selected Red Oak, sanded, eased edges, rounded
corners.
b. Finish: Clear Moisture'Resistant Sealer, satin gloss.
c. Size: 1-1l4" x9'112" length as indicated.
O ozz4el QC35/10510-3 BID SET
F. LOCKERS (GENERALI
1. Cabinet parts; sides, top, bottom and shelves shall be of 314" - 45 lb/cf
density, ANSI Grade 1M3, particleboard clad both sides with thermally
fused, high impact, abrasion resistant, almond colored melamine laminate
for warp resistance and dimensional stability. Cabinet backs are of the
same material in a 3/8" thickness.
2. Edge banding: all exposed cabinet component edges are banded with
brown 3mm PVC banding.
3. Assembly: Frameless construction features 3/4" totally balanced panels
which are fabricated to exact dimensions a'nd assembled with 2" zinc
plated particleboard screws install€d in predrilled pilot holes. All parts
are interchangeable and replaceable.
G. WOOD VENEER
1. 914", A-1 plain sliced Red Oak on 45 lb/CF density, ANSI Grade 1 M3,
particle board.
a. Doors.
b. Filler strips.
. c. End Panels.d. Corner Filler Panels.e. ToP filler Panel.
2. Setf-edged on all four door edges with matching veneer.
3. Stain finish is specified in finish schedule on the drawings. Use two
coats of a catalyzed polymer lacquer.
4. Ventilation: Door shall be spaced 1/8" away from cabinet sides and 1/4"
forward of shelves, toP and bottom.
K. MANUFACTURERS
1. Classic wood working, Inc'; Tualatin, OR (800) 322-2267,
2- ldeal Products, lnc'; Brea, cA (7141990-2122'
3. Multispace; San Jose, CA (4OB) 971-9591.
4- Sports Unlimited; Fort Collins, CO (800) 745-4481.
022495 QC35/10510-,4 BID SET
o
TION
Install. lockers
manufacturer's
installation.
Lockers cari be easily installed on a 2 x 4 base, supplied either by Classic
Woodworking, Inc. or by owner according to contract, extending from
the wall 2" less than the locker depth. All hardware and complete
instructions to be provided by manufacturer.
Anchor the units to wall studs thru the lockor back and to the base thru
the locker floor using #8 2" pan head wood screws, brass finish.
Lockers are joined side to side with brass fihish T-nuts. There must be
furring installed by contractor between any concrete walls and the
lockers.
Replace any defective doors or other components as directed by the
Marriott Representative.
Attach brass number plates, in sequence after lockers are in place.
Provide sealant joint between shelf/bottom and sides; use sanitary
sealant specified in Section 07900.
M. WARRANW
1. All wood parts and hardware shall be structurally sound and free from
defects in material and workmanship under normal use and service for a
period of three (3) years from date of delivery. All lock parts are
warranted by the manufacturer for a period of one (1) year.
END OF SECTION
L.FABRICA
1.
2.
3.
4.
at the location shown in accordance with the
instructions for a plumb, level , rigid and flush
5.
6.
022495 oc35/10510-5 BID SET
o
sEcTloN 10810
TOILET ACCESSORIES
A. RELATED DOCUilIENTS
1. General Conditions and Supplementary Conditions apply to this Sec{ion.
B. WORK INCLUDED
1. Toilet accessories.
2. Health Club accessories.
3. \Mtirlpool area accessories.
C. MANUFACTURERS
1. Bobrick Washroom Equipment Inc.; Clifton Park' NY (5181877-7444'
2. American Specialties, Inc.;Yonkers, NY (914) 476'9000.
3. Truebro; Ellington, CT (203) 875-2868.4. Bradley Corp; Mt. Laurel, NJ (609) 235-7420.
5. McKinney/Parker; Scranton, PA (800) 34e7707'
6. American Standard, Inc.; Millersville, MD (410) 987-3091.
7. Sloan Valve Company; Franklin Park, lL (708) 671-'4300.
D. MATERIALS AND FINISHES
1. Stainless Steel: ASTM A167, Type 304,22 gauge minimum for sheet
materials.
2. Exposed heads of fasteners shall match ftnish of acoessory.
E. INSTALI-ATION
1. Install in accordance with accessory manufacturers written instructions.
2. Install accessories when room finishes have been completed.
3. Secure to supporting surfaces with vertical lines plumb and horizontal
lines level.
cEP/030593 clc35/10810-1 BID SET
Secure ta* mounted fixtures witr positivtchanical methods to
ensure tamper-resistant anchorage.
5. Install using, lag, toggle or molly bolts; do not use plastic plugs. Anchor
to existing stud framing wherever possible,
6. Grab Bars: Install to support a 400 pound sustained load at any point
along length of bar.
7. Wood blocking specified in Section 06400 must be provided in partitions
where toilet accessories folding seats/benches and grab bars occur.
F. CLEANING
1. Remove labels, clean and Polish.
G. SCHEDULE
1. Recessed ceramic soap dishes are specified in Section 09340'
2. Exposed pipe insulation for Accessible vanity bowls:
a. Truebro, Handi Lav-Guard Insulation Kit No' 102W, molded,
flexible vinyl insulation system in white for drain and hoUcold
water piping under accessible vanity bowl.
b. Provide additional section of long waste arm cover as needed.
c. Secure covers to piping using nylon grooved straps where
needed.
3. Grab Bars: (At new accessible toilet and shower stalls).
a. Grab bar shall be constructed of type-304 stainless steel with satin
finish. lt shall have wall thickness of 18 gauge (1.2mm) and
outside diameter ol 1-1'14".
b. Distance from inside of grab bar to finished wall shall be 'l''112"
(38mm).
c. Concealed mounting flanges shall be 1/8" thick, stainless steel
plate; 3-1/8" diameter and each shall have two (2) screw holes for
attachment to wall. Ends of grab bar shall pass through
concealed mounting flanges and be heliarc welded to form one
structural unit.
4.
cEP/030593 QC35/10810-2 BID SET
d.
e.
e.
f.
a.
b.
4.
5.
d.
6.
Cn" shall be 22 gauge,3-1/4" diaml x il2' deepand shall
snap over mounting flange.
Products:
1) Bobrick No. 8-5806 x 36".2) Bobrick NO. 8-5806 x 42".3) Bobrick No. 8-5861 at accessible shower stalls.
Vanity-mounted Soap Dispenser:
a. Unit shall dispense vegetable oil liquid soaps, synthetic
detergents, viscous lotion soaps, and most antiseptic soaps.b. Valve shall operate with less than 5 pounds of force. Piston and
spout assembly shall be type-304 stainless steel with bright
polished finish. Spout shall rote 360'without damage to valve
mechanism.
c. Cover shall lock to body with a concealed locking mechanism that
is opened only with special key provided.
d. Piston, spout, and supply tube assembly shall be removable ftom
top for ftlling and maintenance. Valve shall have ABS cylinder,
stainless steelspring, U-packing seal, and duckbills and shallbe
corrosion resistant to most soaps and detergents.
Shank shall accommodate mounting thickness up to 1".
Translucent, shatter resistant polyethylene container shall have a
capacity of 20 fl. oz.g. Products: "8'8,221" from Bobrick.
Partition-mounted toilet-seat-cover dispenser, sanitary napkin disposal,
and toibt tissue dispenser:
Unit shall mount in partition and serve two toilet compartments.
Door of toilet-seat-cover dispenser shall be secured to cabinet
with a full-length stainless steel piano-hinge and equipped with a
tumbler lock.
Self-closing doors of napkin disposal shall be secured to cabinet
with spring-loaded, full-length stainless steel piano-hinges and
equipped with international graphic symbols identiffing napkin
disposal. Napkin disposal shatl be furnished with a removable
stainless steel receptacle with a tumbler lock.
Product "8-357" ftom Bobrick.
Recessed, combination toilet-seat-cover dispenser, sanitary napkin
disposal, and toilet tissue dispenser:
a. Door of toilet-seat+over dispenser shall be secured to cabinet
with a fullJength stainless steel piano-hinge and equipped with a
cEP/030593 QC3s/10810-3 BID SET
tumbler lock.b. Self-closing door of napkin disposal shall be secured to cabinet
with a spring-loaded, full-length stainless steel piano-hinge and
equipped with international graphic symbol identiffing napkin
disposal. Sanitary napkin disposal shall be furnished with a
removable stainless steel receptacle.c. Product "8-3574'from Bobrick.
7. Partition Mounted Multi-Roll Toilet Tissue Dispenser:
a. Unit shall mount in toilet partition and serve two toilet
compartments.b. Unit shall dispense four toilet tissue rolls.c. Spare rolls shall automatically drop into place when first rolls are
used up, requiring no manual release.
d. Product '8-386" from Bobrick.
8. Recessed Combination Paper Towel Dispenser and Waste Receptacle:
a. Use type-304 stainless steel, welded construction, with exposed
surfaces satin finish. Flange shall be drawn, one-piece seamless
beveled construction.b. Paper towel dispenser shall have double pan door with full-length
stainless steel piano hinge and be equipped with concealed
tumbler lock.c. Unit shall dispense either 600 C-fold or 800 multifold paper towels
without adaPters.
d. Stainless steelwaste receptacle, removable for emptying, shall be
secured to cabinet by tumbler lock: top and bottom edges shall be
hemmed for safe handling. Minimum capacity 12 gallons.
e. Products: '83944" from Bobrick.
9. Partition-mounted, combinationtoilet-seat-coverdispenserandtoilet
tissue dispenser:
a. Unit shall mount in partition and serve two toilet compartments.
b. Door of toilet-seat-cover dispenser shall be secured to cabinet
with a full-length stainless steel piano-hinge and equipped with a
tumbler lock.
c. Product "8-3471" from Bobrick.
10. Dual Seat Cover Dispenser (For Toibt Partitions)
a. Partition-mounted toilet seat cover dispenser shall be type'304,22
gauge stainless steelwith all-weld construction; exposed surfaces
shall have satin finish. Flanges shall be drawn and beveled, one-
piece, seamless construction.
cEP/030593 QC35/10810-4 BID SET
b.ulnai' mount in partitron and servel toiiet compartnens.
Door shall be secured to cabinet with a full-length stainless steel
piano hinge and'equipped with a tumbler lock.
Dispenser shall be serviced from one side only and have a
11.
capacity of 1000 paper toilet seat covers.d. Products: "8304" ftom Bobrick.
Folding seat and bench:
a. Frame constructed of 16 and 18 gauge $pe -3O4, satin-finish
stainless steel.b. Seat shall consist of slats constructed of 5/16" thick, solidly fused
plastic laminate with matte-finish melamine surfa@s, ivory-colored
face sheets, and black phenolic-resin core; secured to frame with
stainless steel caniage bolts and acom nuts.c. A guide bracket constructed of type-304, 16gauge, satin-finished
stainless steel; and a spring constructed of type-301,24-gauge
stainless steel that is spot welded to a base plate of type-304,
heavy-gauge stainless steel.d. Products:1) "B-5181" from Bobrick.2) "8-5171'from Bobrick.3) '8-5191'from Bobrick (2 required).
Dual Napkin Disposal (For Toilet Partitions)
Partition-mounted dual napkin disposal shall be constructed of
type-304 stainless steel. Exposed surfaces shall have satin finish.
Flanges shall be drawn and beveled, one-piece seamless
construc{ion.
Unit shall mount in partition and serve two toilet compartments.
Self-closing, napkin disposal push doors shall be attached to
cabinet with welded full-length stainless steel piano hinges and
shall be equipped with international graphic symbols identiffing
napkin disposal.
Napkin disposal shall be furnished with a removable stainless
steelreceptacle. Receptacle shallhave 1.3 gallon capacity and
be equipped with tumbler lock. Disposal shall be serviced from
one side only. Other side of cabinet shall be built with a
permanent panel.
Product '8354" from Bobrick.
12.
a-
b.
d.
cEP/o30593 QC35/10810-5 BID SET
o
Recessed Napkin/T13.ampon Vendor
a. Recessed vendor shall combine two dispensing mechanisms in
one cabinet to provide napkins or tampons at user's option.b. Dispensing mechanism shall be convertible to allow the change of
coin denomination without purchasing new mechanisms or
removing unit from wall.c. Unit shall be type-304 stainless steelwith all-welded construction.
Cabinet shall be 22 gauge. Door shall be 18 gauge; exposed
surfaces shall have satin finish. Door shall have 7/8" 90" return
edges; be secure to cabinet with a concealed, full-length, stainless
steel piano hinge; and equipped with a stainless steel cable
doorstop and two tumbler locks.d. Each coin box shall be equipped with a tumbler that is keyed
differently than door locks.e. Unit shallcarry no brand name advertising.f. Unit shall be equipped with single coin mechanisms for 25 cent
operation.g. Products: '83500'from Bobrick.
14. Wall Mounted Ash Tray
a. Ashtray shall have a self-closing panel secured to wall with full-
length stainless steel piano-hinge and is equipped with a push-
lever.b. Access door shall be equipped with concealed locking device.
c. Unit shall be furnished with a removable aluminum inner ash
receptacle.d. Product "8-278 from Bobrick.
15. Tower Hook Rack:
a. At indoor pool and spa area provide two towel hook racks No.
13KO (oaUember) as manufactured by Emco, lnc. Lenexa,
Kansas, or similar units as manufactured by Peter Pepper
Products, Compton, California (2 wood bars No. 2200 and 8 hooks
No.2045K).b. Mount 5'-6" above finished floor; start at least 6" from side wall
and allow a 6" gap between units.
16. Shower Curtain Track At Spa Rooms
a. Hanger mounted, satin anodized, 1" diameter aluminum tube
slotted on the underside to receive curtain carrier as manufactured
by Capital Cubicle Brooklyn, NY 212'965-7000'
b. Tubular track hangers and flanges to be same material and finish
as track.
cEP/030593 QC35/10810-6 BID SET
c. C* and wallflanges to be anchorof Rlace with expansion
shiElds and 114" 20 pan head screrla; fillfen hanger tubing to
flanges with a #14 headless set screw.d. Provide a through f,ange cover where suspended ceilings octur.e. Curtain carriers spaced 6" on center shall be formed of rust-proof
wire and bead chain equipped with a parafin coated ball operating
inside the track.f. Track profile shall match that of shower pan.
17. Clothes Hook:
a. Bobrick No.8682.b. At typicat shower locate at 68" above f,oor.
c. At accessible shower locate at 48" above f,oor.
18. Shower Curtain Rod at Accessible Shower.
a. Bobrick No. 8-207b. Typical Length is 3'-0".c. Locate center at 78" above floor'
H. FASTENERS
1. Provide stainless steel wood screws where aecessories are instralled
against gypsum board walls into wood backing.
2. Provide stainless steel sheet metal screws where installation is against
a metal surface, or into sheet metal backing.
3. \Mrere wood or metal backing could not be provided, use stainless steel
toggle or molly bofts; see specification Section 06400.
I. EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to
Marriott Representative all prevailing conditions that will adversely affect
satisfactory execution of work. Do not proceed with work until
unsatisfactory conditions have been conec'ted.
2. Starting work constitutes acceptance of the existing conditions and this
Contractor shallthen, at his expense, be responsible for conecting all
unsatisfactory and defec't work encountered-
cEP/030593 oc35/1081G7 BID SET
sEcnoN 10825
SHOYYER DOORS
A. RELATED DOCUIIENTS
1. General Conditions, apply to this Section.
B. WORK INCLUDED
1. Glass Doors:
a. For shower enclosure.b. For steam room enclosure.
C. SUBITIITTALS
1. Product Data: Manufac'ture/s technical literature with installation and storage
instructions for each product specified.
2. Samples: lf requested by Maniott Representative.
D. GLASSDOOR
1. Materials:
a. Glazing: Tempered textured glass door conforming to CPSC Standard 16
cFc 1201.b. Channel Frame: Extruded aluminum 6463-T5 alloy with Ad'M22CD1A21,
buffed clear bright anodized finish.c. Door Hardware:1) Full length magnetic safety latch.2) Continuous Piano hinge.3) Pull Handles: Aluminum, finish to match door frame.
4) Towel bars not Permitted.d. Fasteners: Stainless steel.
2. Fabrication:
a. Jambs to provide plus or minus 5/16 inch adjustment.
b. Bottom of doors equipped with continuous water deflector and vinyl blade.
c. Factory fabricate to field dimensions:
1) Typical doors are 30" x 80".2) Doors for accessible showers are 36" x 80"'
cEP/030593 QC35/10825-1 BID SET
oo
3. Products: Provide one of the following products subject to conformance with
the requirements specified.
a. "Model No. l8S" - Basco, Cincinnati, OH (800) 543-1938.b. "Model D-3000" with steam kit - Work Right Products, Inc.; Oakland, CA
(800) 358-9064.c. "Model No. 26" - Keystone Shower Door Co.; Southampton, PA (215)
464-2700.
E. EXAMINATION
1. Examine areas in which work is to be performed. Report in writing to Marriott
Representative all prevailing conditions that will adversely affect satisfactory
execution of work. Do not proceed with work until'unsatisfactory conditions
have been corrected.
2. Starting work constitutes acceptance of the conditions under which work is to
be performed and this Contractor shall, at his expense, be responsible for
correcting all unsatisfactory and defective work encountered.
F. INSTALLATION
1. lnstall in accordance with manufacturer's written instructions.
G. PROTECTION
1. Cover work and protect against damage including subsequent building
construction until acceptance by Maniott Representative.
END OF SECTION
cEP/o30593 QC35/10825-2 BID SET
sEcfloN 10840
VANIW AND COUNTERTOPS
A. RELATEDDOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Acrylic vanity and countertops and aprons.
2. Agglomerate stone countertop and telephone shelf.
3. Undercounter bowls.
4. Drop-in bowls.
C. SAMPLES
1. Submit 6" x 6" sample of material showing color and thickness.
D. SHOP DRAWINGS
1. Indicate dimensions, component sizes, fabrication details, attachment
provisions and coordination requirements with related work.
E. DELIVERY, STORAGE AND HANDLING
1. Deliver no components to project site until areas are ready for installation.
Store indoors.
2. Handle materials to prevent damage to finished surfaces. Provide protective
coverings to prevent physical damage or staining following installation for
duration of project.
F. ACRYLIC TOPS
1. Material: Solid, homogeneous blend of acrylic and mineralfillers conforming
to:
a. ANSI 2124.3; no staining and 0.010 in/10,000 cycles for abrasion.
b. NEMA LD3: PASSc. ASTM D256 - lmpact Resistance: 0.25 ft.lb/sq.in., minimum.
d. ASTM D638 - Tensile Strength: 6000 psi' minimum.
e. ASTM E84 - Flammability Characteristics:
cEP/030692 QC35/10840-1 BID SET
1) Flame Spread: 15 or less.2) Fuel Contribution: 15 or less.3) Smoke Developed: 25 or less.
2. Thickness: .
a. Tops and Aprons: 1/2" sheets.b. Backsplash and sidesplashes:1) 1/2" with built-up additional 1/4" top edge at backsplash only.
3. Vanity tops shall have built-up 1" front edge with Roman Ogee top half as
shown on Drawings.
a. Top shall overhang face of apron by 12".
b. Apron shall start below 1" front edge.
4. At counter top; provide cutout for stainless steel towel drop.
5. Sizes:
a. Vanrty tops shall be 22" wide, counter tops shall be 20" wide. Special
sizes are needed for tops at spa and massage rooms.
b. Aprons:l. 4" deep at accessible bowl or counter area.
ll. 7" deep typical.
c. Loose side and back splashes shall be t 3 7/8" high with Roman Ogee
edge and mitered corners.L Back 114" of top of splashes shall be left flat to accommodate
sanitary sealant.
ll. \Mere mirror is only at back, cut off 45o tip of 1/4" added piece to
back splash so that splashes fit snug into corners.
d. Length of tops need to be field measured.
6. At millwork counter, top is 1'-0" wide with 3" acrylic fascia strip'
7. Color and Paftern: Indicated on Finish Schedule.
8. Products: Subiect to conformance with the requirements specified, provide
"Corian" - E.l. DuPont de Nemours & Co., Inc.; \Mlmington, DE (800) 833-
0150/1.D. #82 (KathY Lawson).
9. Acrylic tops shall be warranted for 10 years against material failure and
defects; manufacturer shall remove and replace flawed sections at no cost to
Marriott.
cEP/o30692 QC35/10840-2 BID SET
c. AcclotsERATtlont roPs
1. Agglomerate material composed of over 90% granite aggregate with a
polymer binder; wear surfiace shall consist of over 95olo granite aggregate.
2. Colors: See Finish Schedule on Drawings.
3. Stone Manufacturer: The Granitech Corp.; Fairfield, lowa (515) 4724161'
4. Fabrication:
a. Size gauged and calibrated to within + or'1132".
b. Edges true and straight.c. Angle of corners shall not deviate ftom true degrees.
d. Dress back of stone so that variation in thickness does not exceed +
1132".e. At telephone shelf coordinate with drawings for notches in top at
dividers.f. Color: See Finish Schedule on the Drawings.
5. Thickness: 3/8" for tops
6. Finish: Polished.
Z. Agglomerate shall be wananted for 2 years against materialfailure and
defects; manufacturer shall remove and replace flawed units at no cost to
Marriott.
8. Sizes: Field measure before fabrication.
H. DROP-|N COUNTER BOWL (SPA AND MASSAGE ROOMS)
'1. Mtreous China:
a. "Model 12-894'- Gerber Plumbing Fixtures Corp.: Lincolnwood, lL
(708) 675-6570, including mounting clips.
b. "Model l-250-\f' - Crane Plumbing; Evanston, lL (708) 864'9777 '
including mounting cliPs.c. "ilodel 4688' - Universal-Rundle; New Castle, PA (800) M1-7357,
including mounting cliPs.d. "Modet 6500'- Briggs Industries, Inc.;Tampa' FL (813) 874'0627,
including mounting cliPs.e. Color: \Mtite.
cEP/030692 QC35/10840-3 BID SET
r.
'NDER
couNTtowL (puBlrc rorlErs ono "lrrH .LUB rotLETs)
1. Mtreous China:
a. "Model 12-780" - Gerber Plumbing Fixtures Corp.; Lincolnwood, lL
(708) 675-6570, including mounting clips.b. "Model l-981" - Crane Plumbing; Evanston, lL (708) 864-9777, including
mounting clips.c. "Model 4625' - Universal-Rundle; New Castle, PA (800) M1'7357,
including mounting cliPs.d. "Model 6503" - Briggs Industries, Inc.;Tampa, FL (813) 874'0627,
including mounting cliPs.e. Color: \Mite.
2. Do not use bowls from Western Pottery Co., Inc. as drain hole is in center of
bowl.
J. ADHESIVE AND SEALANTS
1. Construction Adhesive for Attachment Of Aprons To Backup Or Framing:
a. Panel adhesive.b. Adhesive to be light colored or tan.
2. For Attaching Corian To Corian:
a. Use DuPont joint adhesive.b. Golor match to corian material.
3. For attaching Granitech to Granitech:
a. Two part ePoxy or polyester type adhesive.
4. Silicone Adhesive/Sealant for Attaching Top And Splashes To Backup Or
Framing:
a. Silicone sealant.
b. Adhesive/Sealant shall be clear.
5. Sanitary sealant:
a. Silicone sealant as specified in Section 07900.
b. Color match to vanitY material.
cEP/030692 QC35/10840-,4 BID SET
K. FABRICATION
1. Fabricator.r,lo" approved by Material tl"nua.t"r.
2. Provide fully cured and complete unils with loose back and side splashes,
aprons, and under counter boulls.
3. Provide cut out in vanity top, finished to match top and sized to receive under
counter bowl:
a. Top edge of cutout to be eased.b. Edge of cut out shall overhang rim of bowl by 3/8".
4. Use assembly method that does not expose fasteners, blocking or
reinforcement to view.
5. Mounting Of Bowl\Mth CliPs:
a. Place bead of sanitary sealant around rim of bowl before installation.
b. Install bowl using a minimum of 4 mounting clips screwed to underside of
vanity top.c. Use brass type Spreading dowels similar to Hlfele No. 039.00.267.
d. Do not use electric screw drivers. *"HAND" TIGHTEN ONLW
6. Premachine vanity tops for plumbing ftxtures and trim.
7. Special consideration for agglomerate stone:
a. Straight cuts to be made using a water cooled diamond abrasive saw.
b. Finish edges shall be polished using a hand held reciprocating sander
equipped with a water-feed attachment. Strart with 200 grit pads and
continue up to 500 grit pad.
K. INSTALLATION
'l. Approved fabricator shall install vanity tops.
2. Review and coordinate location of vanity drain with existing plumbing.
3. Field trim top units to fit existing conditions.
S. All field joints in the same plane shall receive joint adhesive. Vertical joints
shall have blocking or solid backing. Horizontraljoints shall have framing
centered under joint. See details on drawings for extent of support ftaming.
6. Examine framing for stability and levelness; coordinate with Section 06400.
cEP/030692 QC35/10840-5 BID SET
7 - Set tops over framing using dabs of silicone adhesive/sealant as needed.
8. Install splashes to backup using continuous bead of silicone adhesive/sealant;
apply sanitary sealant to bottom edge of splashes and set on top of vanity.
9. Field install aprons using continuous beads of construction adhesive.
10. Apply clear sanitary sealant where vanity, backsplash, side splashes and
aprons contact walls.
11. Apply clear sanitary sealant at joint between bottom of mirror and top of
splashes.
12. Use adhesives and sealants for attaching tops to backup and framing.
M. CLEANING
1. Clean vanity tops using "Green" Scotch-Brite pad and cleaner recommended
by vanity top material manufacturer.
N. FIELD QUALITY CONTROL
1. Replace top units delivered not fully cured or developing cracks, delamination
or color change within warranty period at no cost to Marriott.
2. lnstallation of replacement unlts shall be part of warranty.
3. At end of project, submit to hotel chief engineer: maintenance data, including
repair and cleaning instructions.
END OF SECTION
cEP/030692 QC35/10840-6 BID SET
sEcnoN 13155
CONCRETE WHIRLPOOL
A. RELATED DOCUMENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. This specification and related drawings are to be considered as meeting
minimum requirements which may change as a result of local code and heafth
department requirements. The wtrirlpool contractor is responsible to make
sure his bid includes all requirements as necessary to meet local conditions
and obtain all necessary permits to construct whirlpool.
2. Contractor's design drawings must be sealed and signed by a licensed
Engineer registered in state in which proiect is being construc{ed.
3. Provide systems of fully compatible components and construction methods
required for complete and operable systems for whirlpool including but not
limited to excavation, dewatering of construction area and removal of excess
earth form site.
4. Contractor shall submit, on his lefterhead, a list of all variations and deviations
he finds that differ between localcode requirements and bid drawings.
5. Chemicals for start up, water treatrnent instructions and initial chemical
balance of whirlpool water.
6. Tile set into whirlpool.
7. Precast concrete coPing.
8. Gunite or Shotcrete is acceptable.
a. Gunile: ',Dry-mix". originally a trade name used to designate a mixture
of Porfland @ment and thoroughly mixed dry, passed through a cement
gun and conveyed by air through a flexible tube, hydrated at the nozzle
and place bY air Pressure.b. Shotirete: nVet-mix". Transit-mix (ready-mix) combination of Portland
cement, aggregates and water, pumped in a plastic state to the nozzle,
where air is added to place the material.
cEP/CTYD/093089 QC35/13155-1 BID SET
C. SUBMITTALS
1. Shop Drawings: Include details of construction, piping diagram and sizes.
Show all equipment locations (i.e.: Equipment Room Layout) and identify
special requirements.
2. Product Data:
a. Catalog cuts of all equiPment.b. Hydraulic analysis calculations and total dynamic head (TDH) for
whirlpool circulation system for equipment.
c. Pumps: Pump performanoe curves indicating GPM vs. TDH, maximum
efficiency point, and maximum amp draw, together with current
characteristics and Eervice factor of motor.
3. Samples:
a. Approximately 36 square inches of each type and color of tile.
b. Precast concrete coping, Ons-12" long section.
4. Test Reports: Submit in duplicate alltest results in conjunction with pool
construction such as concrete compressive strength and pressure testing of
circulation system.
S. Certificates: From local authorities indicating lhat whirlpool construction and
performance conform to requirements of respective authorities'
6. Maintenance Data and Instructions: In duplicate, maintenance data for
whiflpool and equipment and instruction manuals with detailed operating
procedures and water treatment programs. Include chemical analysis of
source/make-up water suPPlY.
7. Design Mix:
a. Furnish design mix for shotcrete or gunite with certified laboratory test
results indicating compliance with specified compressive strength
requirements.b. Design mix for Pool Plaster mix.
cEP/CTYD/093089 QC35/13155-2 BID SET O
o
RANCED. QUALITY ASSU
1. Applicable requirements of the following Industry Specifications and Codes
apply to work of this section:
a. National Spa and Pool Institute (NSPI): Minimum Standards for Public
SPas.b. All local building and health codes.
c. National ElectricalCode (NEC).
d. National Sanitation Foundation (NSF): Seal of approval program.
e. American Society for Testing and Materials (ASTM): Specifications
referenced herein.f. Gunite Contractors Association (GCA): Technical Publication G-84,
entitled Gunite and Shotcrete.g. American Society of Mechanical Engineers (ASME) Coding & Labeling.
2. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafis and who are completely familiar with the
specified requirements and the methods needed for proper performance of
the work in this Section.
3. Use a whirlpool subcontractor who has been engaged in this type of
construction for at least five years immediately prior to the start of this work,
and who has a history of successful production acceptable to Marriott.
4. Field Quality Control: Alltesting, whether performed in laboratory or in field,
shall be paid for by this contractor.
E. JOB CONDITIONS
1. Coordination:
a. Filter room shall be provided as work of other sections.
b. Connection of all whirlpool equipment, starters and switctres; grounding of
equipment, lights and niches, and wiring of whirlpool lights shall be
performed by electrical contractor.c. Connec'tion of drains shall be provided by plumbing contractor.,
d. Connection of whirlpool heater and heat exchangers to fuel source shall
be performed by mechanical contractor.
cEP/CryD/093089 QC35/13155-3 BID SET
F. MATERIALS. GENERAL
Materials and mixes for gunite or shotcrete conform to GCA publication G-84.
Gunite:
a. Aggregate: ASTM C33, washed sand; clean, hard, sharp particles, well
graded in size within the following limits:
Sieve Size
Passing through 3/8 inch screen
Passing through No. 4
Passing through No. 8
Passing through No. 16
Passing through No. 30
Passing through No. 50
Passing through No. 100
Percent bv Weight
100
90
1.
100
95 to 100
65 to 90
45 to 75
30 to 50
10 to 22
2toB
b. Mix: 1 part cement to 4-112 parts of sand based on dry, loose volume
(minimum 4,000 psi compressive strengthen in 28 days).c. Portland Cement and Water: As specified hereinafter.
3. Shotcrete:
a. Transit mix (ready-mix) materials conforming to aggregate specified
above for gunite and with the additionalfollowing grading for pea gravel:
Sieve Size
112 inch
3/8 inch
Percent by Weight
b. Mix Strength: Minimum 5,000 psi compressive strength in 28 days.
c. Submit design mix and certiff materialfor weight, water content and
mixing time.d. Portland Cement and Water: As specified hereinafier.
4. Portland Cement: ASTM C150, Type I or ll.
Water: Potable.
Forms: Exterior plyruood, APA-BB Plyform Class 1, mill-oiled.
5.
6.
cEP/CTYD/og3089 QC35/13155-,4 BtD sEr o
7. Form oil: u?u"ror rcsin type compatible with ,!il-oil.
8. Reinforcing.Steel: ASTM A615 grade 40, sizes as required by Engineer of
Record.
9. Gauging Wires: Piano wire, 0.027'thick.
lO.Tile Setting Mortar: As specifted in Section 09340.
11. Tile Group: As specified in Section 09340.
12. Tite: Of size, type and color as shom on the drawings and as indicated in
Section 09340.
13. Finish Plaster Mix \Mtite marble, white waterproof cement and bonding
agent.
14. Chemicals: Hydrotech "SpaBrom" bromine eticks, 20 lbs.
15. Precast Concrete CoPing:
a. Precast concrete, wet pour, white, 12" wide, bull nosed coping stone with
raised slip resistant pattem on upper surface.b. Base of precast is minimum of 11" wide with maximum ol718" bullnose
projection; minimum thickness is 1-1l4".c. Manufacturers:1) Creacon Company, Inc., Grandview, MO (816) 763-5774, Code WC.
2l TropicalTiles, Inc., Orlando, FL (407) 295'0771, ModelCreater
Class.
G. FILTER SYSTEM
1. \Mrirlpool shall have i'ts own independent filtration system.
2. High Rate Pressure Sand Filter: Filter shallbe approved by the National
Sanitation Foundation for ftltration rates up to 20 GPM/S.F. and bear its Seal
of Approval of size shown on drawing. Filter shalt consist of fiberglass filter
tank with intemals, pressure gauge, slide type back wash valve with
connec'tors. Acceptrable manufasturers are Sta-Rate Industries, Inc., 293
wright st., Delvan, w 53114 (4141728-5351 or Pac.Fab, 9626 Telstar Ave.,
El Monte, CA 91731 (818\ 42'7795.
cEP/CWD/093089 QG35/13155-5 BID SET
3. Filter Media: Base Media around underdrains shall be sand with an efiective
size of 0.45 to 0.55 mm with a uniformity coefficient of 1.6 maximum.
Remainder of filter media shall be alumicate media with effective size of 0.57
mm with a uniformity coefficient of 1.66 maximum.
H. FLOWMETERS
1. Flow meters shall be Model MD509 with ModelMK4lS-PO high clearance
flow sensor with manufacturer's recommended installation fitting, all as
manufactured by Signet Scientific, P.O. Box 5770 - 3401 Aerojet Ave. - El
Monte, CA 91734 (818) 571-2778.
I. WATER TREATMENT SYSTEM
1. Chemicalfeeder:
a. Model CB8-19S by Hydrotech or approved equal by Marriott
Representative.b. lnclude in-line flow meter, flow control valve, clear dome top and shut-off
valves on both sides of feeder.
c. Piping shall be 3/4' PVC Schedule 40.
2. Test kit: Taylor #1745H or BIO-I-AB 4990.
J. POOL HEATERS
1. Heaters:
a. Selection shall be based on maintaining a water temperature of 102"F.
b. Acceptable Manufacturers: Teledyne Laars or Raypak.
c. Heaters must be A.S.M.E. coded and labeled.
2. Furnish and install at inlet and outlet of each heater an in-line thermometer
wells.
3. Furnish and install a Paragon No. 4313-005 or as approved by Marriott
Representative on heater to shutdown the units during whirlpool non-use
hours.
cEP/CTYD/o93089 QC35/13155-6 BtD sEr o
K. RECIRCULATINGQJilP AND TIOTOR
1. Pumps:
a. Self priming unit with hair and lint strainer capable of delivering the
designated GPM at TDH scheduled on drawings during the filtering
operation without overloading.b. Acceptable Manuf;ac'turers: Sta-rite, Purex or American.c. Pumps to be furnished with energy efficient, UL listed motors of electrical
characteristics shown on drawings.
2. Furnish and install remote operated 30 minute time control to start and stop
jet pumPs.
L. PIPING
1. Piping \Mthin Filter Room: Polyvinylchloride (PVC), Type 1-220, Schedule 80
lPS, Class #135. N.S.F. approved and labeled.
2. Pool Fill Line: Schedule K copper.
3. Filtered Water Supply Piping: Schedule 80 PVC. N.S.F. approved.
4. Filter connection piping which connects the filter plant to the filter pump and to
the recirculation piping, backwash piping and other piping associated with
. filter system: PVC, Type ,,l-1220, Schedule 40 lPS, Class #135. N.S.F.
approved and labeled.
5. Fittings for PVC Pipe: \Mrenever PVC pipe is used, allfittings shall be heavy
weight, Schedule 40, of same manufacture as PVC pipe used.
6. NOTE: The first 24" of piping coming from pool heater shall be copper.
\A/here the copper connects to PVC piping, after the 24", provide a copper to
PVC transilion connection.
7. Valves:
a. SmallValves: Vafues up to and including 2-112" in size shall be Gate
valves, all brass with threaded ends for ferrous pipe. They shall be 125
lb. non-rising stem tYPe.b. Large Valves: Valves larger than 2-12: shall be rubber lines, cast iron,
wafer type bufterfly valves. Valves shall be hand operated with cadmium
plated ductile iron discs, stainless steel stems and pins, and Buna-N-
seats an rated for 125 Psi.
CEP/CWD/093089 QC35n3155-7 BID SET
c. Valve Extension Stems and Keys: Provide as required to operate the
system.d. Pipe ldentification: Plastic tags for all valves in filter room with stencils or
decals indicating direction of flow.e. Pipe Joints:1) Cement and Thinners: Use for making solvent welded joints. Of
type compatible with kind of piping used.2\ Teflon ll Tape: Use on the male threads of all threaded pipe joints.
M. SCHEDULES OF FITTINGS, LIGHTS and EQUIPMENT
Itlodel No.
1. Fittings
1/1/2" Hydrostatic Relief Valve
1-112" Hydrostatic Relief Tube
Automatic Water Level Control
Main Drain Grate
Main Drain Sump
Fill Spout
Frost Co.
Sta-Rite
Mar-Max
G&C PoolEqpt.
G&C PoolEqpt.
Frost
44',t452
7017-157
Level-Tronic ll
M-230
M-344
441240
2. Underwater Lights
250W120V Light
Deck Junction Box - 3H
Light Niche
Sta-Rite
American Prod.
Sta-Rite
5086
783102
5068
3. Deck Equipment
Hand Rail
Deck Anchor
Escutcheon Plate
Handi Cap Lift
Swan -DM of ...
Swan Mfg.- Div. of S.
R. White
See Specification
Section 10050
3HR4-065
AS.lOOB
EP-100
4. Safety Equipment Signs/Rules Requircd by
Local Authorities and Maniott
cEP/CWD/093089 QC35/13155-8 HD sEr o
N. EI(AMINATION
1. Examine areas in which work is to be performed. Report in writing to Maniott
Representative all prevailing conditions that willadversely affec't satisfactory
execution of work. Do not proceed with work until unsatisfactory conditions
have been corrected.
2. Starting work constitutes acceptrance of the existing conditions and the
Contractor shallthen, at his expense, be responsible for conec'ting all
unsatisfactory and defective work encountered.
O. EARTHWORK
1. Perform earthwork and dewater excavation in accord with the requirements
specified in Section 02200. Remove exoess earth ftom site if required and as
directed by the Mariott Representative.
P. SUBDRAINAGE SYSTEiI
1. Trench for system as specified in Section 02200.
Q. PREPARATION
1. Form Work:
a. lnstallform work to lines and profiles shown. Brace forms for work to
prevent movement during concrete placing operations.
b. Allow other trades sufficient time for installation of equipment and
materials which must be fastened to forms'
c. Clean form surfaces prior to concrete placing operations.
2. Place reinforcing steel as shown on approved Engineering Drawings. Steel
shall be free from dirt, rust, oil, paint and mill scale.
3. Securely wire-tie at points where bars cross. Stagger splices and laps.
4. Installgauging wires to establish thickness of finish work.
cEP/CTYD/093089 QC35/13155-9 BID SET
R.
5. After placing reinforcing, but before placing concrete, this contractor shall
insure that grounding circuits have been provided by the electrical contractor
to steel reinforcement, grab rails, and hand rails, as required by the National
Electrical Code, Article 680. No concrete shall be placed untilthis
requirement been complied with.
FIELD QUALITY CONTROL
1. For both Gunite or Shotcrete Work:
a. Compressive Strength Test: Take 1 sample for whirlpoolfloor
construction and 1 sample for wall construction but no less than a
minimum test for each 50 cu. yd. of concrete used.b. Submit copy of test results to Marriott Representative.
PLACING OF CONCRETE
1. Placing of gunite or shotcrete: Conform to the requirements of GCA
publication G-84 and as specified herein.
2. Gunite: Mix dry in batch mixing machine for a period of not less than 1
minute.
3. Shotcrete: Mixing time for materials delivered by ready-mix trucks to the job
site shall not exceed two hours or 250 revolutions of the drum, whichever
comes first. Additional water may be added at job site only if requested by
contractor. \Mren additionalwater is added, drum shall be rotated a minimum
of 30 additional revolutions.
4. Placing Concrete:
a. Place concrete against original undisturbed soil, thoroughly compacted
earth, or existing concrete that will not yield during placing operation.
b. Remove all loose, fine aggregate or rebound from surfaces receiving
concrete before placing succeeding layers. \Menever possible, first layer
shall entirely cover reinforcing steelto secure it in proper position.
c. \Mrere new concrete is applied against existing concrete, thoroughly
clean the existing surface and drench with water at least twice on the day
before placing new concrete. Surfaces upon which concrete will be
applied shall be sufficiently damp to prevent excessive absorption of
water content in new concrete mix, but not so wet as to overcome
suction.
s.
cEP/CWD/093089 QC35/13155-10 BtD sEr o
d. Concrete deposited on vedicalsurfaces shall be shot at right angle to
surface starting at the bottom and continuing upward. Build up in layers
of a thickness that will not slump, allowing suffcient time between placing
of layerc for initial set to take place.
5. Finishing:
a. Wtren thickness and planes outlined by forms and gauging wires have
been reached, rod surfaces to true lines. Afier rodding, remove gauging
wires. Finish allexposed surfaces to straight and true lines.b. Finish: Gun finish as left by nozzle.
6. Curing: Continuously moisture cure for no less than 7 days.
T. EQUIPMENT
1. Install all equipment.
2. Heat Source Thermometer: Install directly downstream ftom the heater or
heat exchanger and upstream from the chemicalfeed injection point.
3. Flow meters: Install sensor in straight run of pipe and meter in a position that
can be easily read by oPerator.
O 4. Chemical Feed Injection: Locate downstream from allfilter room equipment.
U. PIPING
1. Cut all pipe with mechanical cutter without damage to pipe.
2. Placing and laying: Inspect pipe for defects before installation. Clean the
interior of pipe thoroughly of foreign matter and keep clean during laying
operation. Pipe shall not be laid in water or when trench conditions are
unacceptable as determined by the Marriott Representative. Water shall be
kept out of the trench until the pipe is installed. \Men work is not in progress,
open ends of pipe and fittings shall be securely closed so that no trench
water, earth or other substance will enter the pipes or fittings'
O cEP/cwD/oe3oae QC35/13155-11 BID SET
3.Threaded joints: After cufting and before threading, the pipe shall be reamed
and shall have burrs removed. Screw joints shall be made with graphite or
inert fiher and oil or with an approved graphite compound applied to male
threads only. Threads shall be full-cut and not more than 3 threads on all
threaded pipe joints. Caulking of threaded joints to stop or prevent leaks will
not be permifted. Unions shall be provided where required for disconnection
of exposed piping. Unions will be permitted where access is provided.
Solvent welded joints shall be made in accordance with the manufac{urer's
printed instructions and the following minimum standards:
a. All fittings shall fit easily on the pipe before applying cement. The outer
surface area of pipe and inner wall of fitting shall be dry and clean.
Thinner is to be applied to the outer surface of the pipe and to the inner
surface of the fitting. Cement is to be applied to the outer surface of the
pipe, or on the male section of fittings only. Wren the outside surface
area of the pipe is satisfactority covered with cement, allow ten (10
Seconds open time to elapse before inserting pipe end into fitting' After
full insertion of pipe into fitting, turn fitting about the pipe end
approximatety 1/8 to 114 ol a tum. \Mpe off excess cement at the joint in
a neat cove bead.b. Alljoints shall remain completely undisturbed for a minimum of 10
minutes from time of iointing the pipe and fitting. lf necessary to apply
pressure to a newly made joint, limit to 10o/o oJ rated pipe pressure during
the first 24 hours after the joint has been made.
Full working pressure shall not be applied until the joints have set for a
period of 24 hours.
Make provisions for expansion and contraction by way of swing joints or
snaking.
Protect plastic pipe from exposure to aromatic hydro-carbons,
halogenated hydro-carbons, and most of esters and ketone that attack
the material. Protect all pipe from mechanicaldamage and long
exposure to sunlight during storage.
5. No installation shall be made that will provide a cross connection or inter-
connection between distribution supply for drinking purposes and the whirlpool
that will permit a backflow of water into the potable water supply. Pipe
openings shall be closed with caps or plugs during installation. Equipment
and fittings shall be tightly covered and protected against dirt, water and
chemical or mechanical injury. At the completion of work the fittings,
materials and equipment shall be thoroughly cleaned and adjusted for proper
operation.
4.
c.
d.
e.
cEP/CWD/093089 QC35/13155-12 BtD sEr o
o 6. Filter Face Piping: Arrange to carry out operations of filtering backwashing
and filterihg draining.
7. Valve ldentification: Label all vatves.
V. TESTING AND FLUSHING OF PIPING
1. Pressure Piping: After the pipe is laid, the joints completed, and the trench
partially backfilled, leaving joints exposed for examination, subject new lines
to a hydrostatic pressure of not less than 50 pounds per square inch. Joints
shall remain watertight under this pressure for a period of two hours. Piping
shall be tested after the whirlpool piping is installed, after the whirlpool is
backfilled and just prior to pouring the whirlpool decks.
2. Gravity Lines: A water test shall be applied to all gravity drain piping
systems, either in their entirety or in sections. All openings shall be tightly
plugged and each system filled with water and tested with at least a 10 foot
3. Flushing: All pipelines leading to the pool shall be thoroughly flushed clean
with chlorinated water before the whidpool is filled and placed in use.
W. FINISHES
1. Finish concrete surfaces in whirlpool with a wood float finish to a smooth
consistent finish acceptable to Marriott Representative.
2. Fill uneven surfaces and depressions with cement plaster brown coat.
3. Wash all pool surfaces thoroughly with a dilute solution of muriatic acid and
flush with fresh water to assure a clean surface free of loose materials, dust,
and foreign mafter.
4. Tile and Markings Installation: \Mtere shown on the drawings. Use
waterproofing, setting materials, grout and install in accordance with the
requirements specified in Section 09300.
head of water. The water shall be kept in the system, or in the portion under
test, for at least 15 minutes before the inspec'tion starts. System shall be tight
at alljoints.
O cEP/cwD/oe3o'e QC35/13155-13 BID SET
5. Plaster Installation (Areas Not Receiving Tile):
a. Do not apply plaster when rain is imminent or at temperatures below
600F.b. Apply in two coats using the double-back method to obtain a total
thickness of not less than 3/8" or more than 112". Use tile as screed.
c. Trowel to a smooth, dense, impervious surface free of stains and of a
uniform white color consistencY.d. Fog spray to keep plaster damp and fill pool as plaster work progresses'
after initial set.
X. WATERTREATMENT
1. Obtain a chemicat analysis of the source\make-up water supply to whirlpools
and include in a report form to the Maniott Representative, together with a
copy of a suggested log sheet and suggested water treatment program. The
chemical analysis shall include the following data: Provide in duplicate.
TotalalkalinitY in PPm
Calcium hardness in PPm
Totalavailable CHL in PPm
Ph
lron content in PPm
CoPPer content in PPm
2. Treat and bring whirlpool water into the following chemica! balance content
prior to final acceptance of pool. Provide final test results to Marriott
Representative before fi nal acceptance.
Total alkalinity:
Calcium hardness:
Total available CHL (Pool)
Free available CHL (Pool)
Total available CHL (SPa):
Free available CHL (SPa):
pH:
lron content:
Copper content:
Saturation lndex:
Stabilization (outdoor Pool):
END OF SECTION
80-100 ppm
200-275 ppm
1.5 ppm
1.5 ppm
3.0 ppm
3.0 ppm
7.4 -7.6
0.0 ppm
0.0 ppm
-.3 - +.3
40 ppm
cEP/CTYD/o93089 QC35/13155-14 BrD sEr o
SEGT|ON 15050
BASIC TIATERIALS
RELATED DOCUi'ENTS
1. General Conditions apply to this sec{ion.
WORK INCLUDED
1. Provide allmaterialsuch as pipe, fittings, valves, gauges, thermostats,
sheet metal, and associated accessories.
2. Contractor and his licensed engineer shall be responsible for all items,
equipment and drawing needed or required by code to complete
mechanical and plumbing work needed for design, function and
equipment shown on architec'tural drawings or as specified in other
sections of the contract documents.
3. Examination of Site:
The Contractor shall examine the project site before submitting his
bid so that he may be fully informed of the conditions existing and
the amount and kind of work to be performed therein.b. The Contractor shall be deemed to have complied with this
stipulation of these specifications upon submifting this bid. No
request for extra payment for work claimed by reason of
misunderstanding the amount and kind of work required will be
granted.
QUALIW ASSURANCE
1. The installation shallcomply with the latest code, ordinance or
regulation applicable to the work involved.
2. Allpermits, licenses, fees and service charges required in connection
with the mechanical system installation shall be secured and paid for by
this Gontractor
i'ATERIALS AND EQUIPiIENT
1. Products: Use products of a single manufac{urer where two or more
units of same class of equiprnent are required. Use new equipment.
o
TiECHANICAL
o
AND IIETHODS
B.
c.
D.
cEPto22495 oc35/15050-1 BID SET
F.
G.
H.
oN-srTE rros,
1. Protection: Protect against weather, corrosion and dirt.
OPERATING AND INSTRUCTION PERIOD
1. Demonstration: Conducted by Mechanical Contractor for Marriott's
operational personnelfor one day afier systems are fully operational.
SUBMITTAL
1. Provide shop drawings, product data, and manufacturer's instructions
for material and needed mechanical equipment.
GUARANTEE
1. This Contractor shall guarantee all work and materials installed under
this Contract for a period of one year from date of substantial
completion.
2. Should difficulties in the performance of any portion of the system
occur, the guarantee period for that portion shall begin at the time of
final acceptance of that work by Marriott.
3. Defects due to faulty work, materials or equipment during the guarantee
period shall be immediately corrected by the Contractor at no additional
expense to Marriott.
PRODUCTS
1. Underground Cast lron PiPe
a. All underground sewers shall be service weight, hub and spigot
pattern, cast iron pipe, thoroughly coated with coal tar inside and
outside.1) Fittings used shall be cast iron drainage fittings of the
same grade, and coated in the same manner as the pipe
specified immediately above. Alljunctions shall be made
with fittings.
2) Joints shall be made by one of the following methods:
l. Joints shall be caulked with white oakum, and shall
be secured with molten caulking lead, not less than
1 inch deep and thoroughly caulked.
ll. Joints shall be made with vulcanized rubber or
neoprene ioints conforming to ASTM Specification
c-564.
cEPto22495 QC35/15050-2 BID SET
2.
b. ti3"rt;;,ffit3[H[t service shail fub and spisot cast iron:
2l Storm Sewers
Interior Cast lron Pipe
a. Pipe shall be service weight, hub and spigot or hubless cast iron
soilpipe.1) Fittings used shall be cast of the same grade. All junctions
shallbe made with fittings.2l Hub and spigot joints shall be caulked with white oakum
and sealed with molten caulking lead not less than 1 inch
deep, or made with vulcanized rubber or neoprene joints
conforming to ASTM specification C-564.3) Hubless cast-iron joints shall be made with stainless steel
couplings which conform to ASTM standard C-564.b. All pipe for the following services shall be hub and spigot or
hubless:1) Vent, Soil and Waste Piping - 3" and larger.2l Storm Piping
Galvanized Soil, waste and Vent Pipe
a. Pipe shallbe standard weight, threaded galvanized steel pipe,
conforming to ASTM Specification A-120. Each length of pipe
shall be legibly identified at the mill by paint, stenciling or raised
symbols identiffing the manufacturer and class of pipe.
1) Allfittings shall be long drainage paftern, threaded and
coated cast iron drainage fiftings.b. All pipe, 2-112 inches and smaller, for the following services shall
be galvanized steel or the previously specified interior cast iron:
1) Vent, Soiland Waste PiPing
4. Copper Pipe and Fittings:
a. ' Pipe shall be hard tempered, seamless copper tubing, conforming
to ASTM Specification B-88. Manufacturer's name or trademark
and type of tubing shall be indented or othenrise identified at
regular intervals, on each length of pipe.
1) Fittings in copper tubing 2-112" and smaller shall be
wrought sweat type fittings manufactured of seamless
tubing forged bronze or brass rod to meet the standards of
ANSI 816.22 and ASTM 8075. All fittings in copper tubing
3-inch and larger may be case red bronze solder type
fittings, meeting the standards of ANSI 816.18 and ASTM
8062. Fittings of either type shall have tubing stops.
3.
cEPt022495 QC35/15050-3 BID SET
oo2) In all cases where copper pipe connections are made to
piping or an item of equipment of a dissimilar metal,
provide dielectric fittings.
3) Pulled 'T'fiftings only on Type "L" copper piping are
accePted.b. Pipe for the following above ground services shall be Type "M"
Hard Tempered copper:
1) Domestic Cold Water
2) Domestic Supply and Return Hot Water
5. Black Steel Pipe:
a. Pipe shall be black carbon steel. Except as hereinafter specified,
pipe 2" and smaller shall be ASTM A-1?0, seamless or butt
welded with mill-attached extra healy tapered recessed couplings
and pipe 2-112" and larger shall be ASTM A-53, electric resistant
weld. Each length of pipe shall be legibly identified at the mill by
paint, stenciling, or raised symbols identiffing the manufacturer
and class of PiPe.b. All pipe for the following services shall be Schedule 40 black steel
(standard weight for 12" size and over).
1) Fire Protection PiPing
c. All pipe for the following services shall be Schedule 40 black steel
(standard weight lor '12" size and over) or the previously specified
type "L" coPPer).1) Chilled Water
2, Heating Hot Water
d. All pipe for the following services may be ASTM-A-135NNA
threadable light wall PiPe.1) Fire Protection piping as approved by factory mutual'
e. Allfittings shall be black carbon steel. Fittings on piping 2-112
inch and larger shall be short or long pattern seamless bufi
welded fittings of the same wall thickness and of the same
material as the pipe to which they are attached. They shall be
identified by the manufacturer by imprints, or other approved
means, indicating the class of wall thickness and material'
f. Low pressure fittings, flanges and unions shall be used for as
follows:1) Screwed fittings shall be cast iron, 125 lb. class, black, and
in accordance with ANSI B 16.4, or malleable iron, 150 lb'
class, black, and in accordance with ANSI B 16.3'
2) Flanged fittings shall be cast iron, short body, Class 125'
black and in accordance with ANSI B 16.1. Gaskets shall
be full face of 1/8" minimum thickness as hereinafter
specified. Flange bolts shall be hexagon head machine
bolts, with heavy semi-finished hexagon head nuts,
cadmium plated, having dimensions in accordance with
ANSI B 18.2.
cEPt022495 QC35/150504 BID SET
'o H*,ffffi';JH'if iE".ibi:t? il'i8!8, l5* TiJl,
ANSI B 16.5, or ANSI B 16.11.
4l Unions shall be 150 psig malleable iron brass to iron seat
ground joint unions.5) Fittings for grooved end pipe may be used in lieu of welded
or flanged fittings in hot water heating, and chilled water
piping2-112 inch and larger.l. Housing shall be complete with malleable iron
conforming to ASTM-M7 or ductule iron conforming
to ASTM-A536 with bolts and nuts being heat
treated carbon steel, track head, conforming to
physical properties of ASTM A-183 minimum tensile
110,000 PSl. Grade "E'gasket shall be provided.
ll. Pipe grooving shall be irf accordance wilh the
manuf;acturer's speciftcations contained in the latest
published literature.ll1. Before assembly of couplings, lightly coat pipe ends
and outside of gaskets with water soluble type
lubricant such as silicone spray, vaseline, etc. to
facilitate installation.g. Fittings larger than 4 inches shall be Standard Class 125 psig,
cast iron, faced and drilled galvanized screwed flanges.1) Unions 4 inches and smaller shall be 150 psig, air tested,
bronze to iron seat, galvanized malleable iron screwed
fittings.2) Unions larger than 4 inches shall be same Class as fittings
larger than 4 inches.3) Bolts and nuts and bolting flanges shall conform to ASTM
Specification A-307, Grade B.4) Galvanized fittings for grooved end pipe may be used in
lieu of welded or flanged ioints in domestic supply and
return hot water and domestic cold water 2'112" and larger.
Fiftings shall be complete with malleable iron housing' conforming to ASTM-A47, Grade "E'gasket, and heated
treated black steel bolts and nuts.l. Pipe grooving shall be in accordance with the
manufacturer's specifications contained in the latest
published literature.ll. Before assembly of couplings, lightly coat pipe ends
and outside of gaskets with water soluble type
lubricant such as silicone spray, vaseline, etc. to
facilitate installation.h, All pipe for the following services shall be Schedule 40 galvanized
steel or the previously specified type "L" copper:
cEPt022495 QC35/15050-5 BID SET
PolWin1|hloride Piping (PVC):
All pipe for thE following services
1) Underground waste down
J.VALVES AND ACCESSORIES
1.Miscellaneous:
Handwheels for valves shall be of a suitable diameter to allow
tight closure by hand with the application of reasonable force
without additional leverage and without damage lo stem, seat, and
disc. All valves of same type shall bE of the same manufiacture.
Gate and globe valves which require repacking shall have back
seating to permit repacking under pressure.
c. Sprinkler valves, and throttling valves shall have a means of
indicating valve stem Position.d. Service: Domestic Gold Water
Domestic Hot Water
1) Gate Valves - Shall be of the wedge disk type, permit
straight line flow, complete shut-off and be so designed so
that when the valve is wide open it can be packed under
pressure. Valves 2-112" through 4 inches shall be of non'
rising stem type. Working pressure for bronze valves shall
be 150 pound per square inch.
BallValves:
a. In lieu of the hereinbefore specified gate valves and globe valves
for water service, 2-inch size and smaller, provide a Powell Figure
4201-T ball valve for shutofff service and bypass service. Valves
shall be of three-piece constructions with body, ball and stem of
brass, and seat and body sealofteflon.
Silent Check Valves:
a. 2-112"and smaller - Wm. Hager No. 329.
3u and smaller - Wm. Hager No' 636
b. Check valves in lines discharging against pressures less than 100
psig shall have 125lb. bodies, and, for pressures 100 psig or
greater, shall have 250 psig trim bodies. All shall be complete
with bronze trim.
Balancing Cocks up to 4" Powell Fig. 3059 wf/P-100 lubricant; 8" and
larger - Powell Fig. 3059G wl/P-100 lubricant.
schedule 40 PVC>
o
shall be
systems.
a.
6.
b.
2.
3.
4.
cEPI0224g5 QC35/15050-6 BID SET
5. Constarlw controlvalves: Griswold f,or frd valves with size and
modelnumbers as shown on the drawings. Valves shallbe factory set
to plus ofi minus S%.design fiow rate, tamper-proof. Body shall be
wrought copper or gray iron, stainless steel internal parts, 1/4" tappings
with quick disconnec't valves, and suitable for 200 PSI at 250"F.
Fumish one model 3429 meter kit with dual hose.
6. Combinaiion silent check, balancing, shutoff valve: shall be Mueller
Steam Company, or equal, No. 721, 125 lb. Flanged cast-iron body,
calibrated stem, bronze seat, disk and stem, stainless steel spring,
graphite packing and pressure gauge and drain connections. Valve
shall be good for 175 psi - wog at 300 degrees F. eervice. Install
according to manufacturer's recommendations. Provide tags attrached
to valve body to indicate normal operating condition of stem after valve
has been closed.
7. Combination shutoff, strainer valve: Shall be Mueller Steam Company,
or equal, with No. 811,125lb. Flanged cast iron body, bronze seat,
disk and stem, 1/16 inch diameter strainer perforations for pipes
through 4 inch and 11 inch diameter perfrcrations for pipes over 4 inch,
stainless steelscreen, graphite pac*ing and drain connestion. Valve
shall be good for 175 psi - wog at 300 degrees F. Installvalve
according to manufacturer's recommendations.
K. DIELECTRIC FITTINGS
O 1. Copper pipe connec.tions to piping or equipment of dissimilar metal,
shall be made with dielectric fittings. Fittings used shall be of either the
flanged or union type. Gaskets for fittings shall conform to the
manufacturer's recommendations for the intended service'
Fittings provided shall meet requirements of ANSI Standard 816.8 and
shall, as a minimum be capable of effec{ively isolating stray electrical
currents uP to 600 volts.
L. DUCTWORK
1. Galvanized steel sheet metal shall conform to ASTM A'93.
2. Duct work shall conform to NFPA No. 90A. and be constructed and
installed in accordance with SMACNA duct construction standards, use
3" WG. class for supply for supply and retum ductwork and 1" W.G.
class for exhaust.
3. Flexible ductwork Genflex lL-1 Clevaflex, Onens-Coming, Manville'or
equal, with seamless copolymer vapor barrier jacket, 1" thick, 1 Pound
density fiberglass insulation, full internal liner bonded to a zinc coated
high carbon steel spring, and factory installed screw type S.S.
cEP1022495 QC35/15050-7 BID SET
4.
compre*r bands on both ends of duct anfiactory installed volume
damper illone end. Flexible duct shall be U.Fclassified and labeled
as a class I air duct suitable for working pressure of @" W.G. and a
velocity of 4000 FPM. Furnish flexible ducts in lengths required.
Longest permitted installed length is I feet at diffusers with a maximum
of two (2) 90 degree bends. Flexible ductwork shall be used only
where specifically shown on drawings. lf factor y installed damper is
not available, furnish and install damper and all required fittings,
connections and screw type steel compression band clamps. Size at
diffusers shall be as specified for diffuser neck size.
Access panels in ducts shall be ventlock stamped "lnsulated Access
Doors", with hinges and level latch, or equal. Submit shop drawings for
approval. Provide ac@ss panels at allfire dampers, automatic
dampers, operable devices, and in ducts as required for cleaning, and
to install and service temperature @ntrols, dampers and other
operating gear. Access panels shall be of sufficient size and in proper
location to permit operation of the fire dampers and replacement of the
fusible link and service controls, etc. Minimum sizes shalle 18" x 18"
unless ducts are smaller than 18", in which case panels shall be 18"
wide by duct height minus 2". Provide access panels with completely
removable face panels where ceiling space does not allow sufficient
space for door swing.
Flexible equipment connections: Provide flexible connections at fan
inlets and outlets, constructed of neoprene coated fiberglass fabric.
The width of the flexible connections shall be sufficient to allow two-
inches of free space. Install a sheet metal band at each end and
fasten with sheet metal screws 3 inches apart. Seal allflexible
connections with mastic as for duct seams. Switch longitudinal seam in
fabric with double 1/4 inch stitches and seal with approved adhesive.
lnstall flexible connections at all duct connections to fans.
6. Ducts other than sheet metal shallconform to U.L. air ducts 181.
7. Use of fiberglass duct is now allowed.
STRAINERS
1. Strainers shall be "Y' sediment type with stainless steel basket.
2. Sizes through 2" shall be screwed ends, bronze body.
3. Sizes 2 112" and larger shall be flanged end' iron body.
5.
M.
cEPt022495 QC35/15050-8 BID SET
N.ArR VENTS o
1. ManualAir Vent Valves: As detailed on the drawings where shown on
pipe mains and where othenrise indicated or requested; Hoffrnan's No.
550 Air Chamber, or equal, with Ashcrofi No. 1095, or equal,l long lever
handle brass gauge cock and 3/8 inch O.D. copper overflow connector
piped to nearest floor drain or as directed.
2. Automatic Air Vents: Shall be Charles M. Bailey No. 241, or equalwith
bronze body and cover, seamless copper flout within valve mechanism,
and bronze cock. Air vents suitrablefor 22O degrees F. water at 150 psi
pipe air vent to floor drain.
FLEXIBLE PIPE AND EQUIPMEI.IT CONNECTORS
1. Neoprene flexible connectors: Garlock style 2O4 (HP) or equal, rubber
expansion joint with neoprene cover, reinforced with duct and
chlorobutyl good for 180 degrees F. for cold water service, dacron and
chlorobutyl good for 250 degrees F. for heating hot water service.
Provide stretcher bolts, reinforcing rings, and steel reinforcing rings for
a working pressure of 175 PSl. Use for chilled water and condenser
water pumps and where shown on the drawings.
INSTALLATION GENERAL
1. Coordinate wilh other trades to veriff spaces in which work will be
installed. and maintairi maximum headroom and space conditions at all
points.
\rVherever two or more pipes are to be installed in parallel, or parallel to
the piping of other trades, the piping shall be installed with sufficient
space between pipes to allow for the proPer application of pipe
covering, painting and servicing.
Work installed without coordinating with other work so as to cause
interference with other work shall be conected at installer's expense.
All appliances and equipment shall be installed and connected in
accordance with the manufacturer's instructions and recommendations.
All piping, valves, connections, and other like items recommended by
the manufacturer or as required for proper operation are to be provided.
Pipe or duct shall not be installed such that it is supported on or
suspended from another pipe conduit or duct.
o.
P.
2.
3.
4.
5.
cEPt022495 QC35/15050-9 BID SET
6. Mechanicalwork shall be installed to permit removal (without damage
to other parts) of coils, heat exchangers, pumps, fan shafis and wheels,
belt guards, sheaves and drives, and other parts requiring periodic
replacement or maintenance.
7. Arrange pipes, ducts, and equipment of permit ready access to valves,
cocks, traps, starters, motoftl, dampers, control components, and to
clear the openings and overhead doors and access panels.
8. Change dimensions of ducfiltrork when required to meet job conditions,
but maintain the same equivalent cross-sectional area velocities and
static pressures.
9. Provide access panels in equipment, ducts, and like items for
inspection of interiors and proper maintenance.
O. PIPING INSTALLATION
1. Threaded steel pipe shall be cleanly cut with pipe cutter and all burrs
removed in the ends by reaming or scraper file.
a. Threads shall be cut with new clean dies, the full thickness of the
die.
b. Joints shall have not more than two threads exposed.
Threads shall have applied heat quality approved red lead and
boiled linseed oil, or approved pipe dope, carefully and smoothly
placed on the pipe and not on the ftttings.
Nipples shall be of the same material as the pipe. Close nipples
are prohibited.
Welded steel pipe shall be by electrically welded and all fittings and
joints shall be specifically for welded piping. All offsets or bends shall
be made with weld fittings.
a. Welding shall be done in accordance with the procedures of the
National Certified Pipe Welding Bureau, or other approved
procedures conforming to the requirement of the ASME Boiler and
Pressure Vessel Code or ANSI Code for Pressure Piping, or such
state and local requirements as may supersede the Codes
mentioned.
b, Branches or connections which are made to a welded main and
which are less than the diameter of the main, and the branch is 2-
112" and larger, shall have a weldolet at the branch connection to
the main. \Mere the branch connection to the main is 2" and
smaller, provide threadolet at the branch connection to the main.
Screwed couplings, half couplings or screwed nipples welded to
mains for screwed branches are not permitted.
d.
2.
cEPt022495 QC35/15050-10 BID SET
ooc. The method of attaching weldolet or threadolet units to the piping
shall be in strict accordance with the ANSI Code for Pressure
Piping, 831.1.,
d. lmmediately following completion of the fabrication of a pipe weld,
the operator making that weld shall stamp his identification symbol
into the pipe metal in a readily-visible location within two inches of
the weld, his identification symbolto be the fulldesignating
number permanently assigned to him by the ceffiing Bureau or
Laboratory (contrac'tor's identiffing symbols will not be
acceptable).
3. Mechanical Coupling PiPing
a. Couplings shall be self-centering and shallengage and lock the
grooved pipe and/or fifting ends in a positive airtight couple.
b. Couplings shall provide for angular pipe deflection, @ntraction,
and expansion.c. Coupling housings shallbe 2-piece malleable iron ASTM A-47
nodular iron ASTM A-339.d. Sealing gaskets shall be suitable for the intended service and
designed to seal under pressure or vacuum.e. Provide steeltrack-head bolts and steel hex-head nuts.
4. Copper tubing shall have the tubing cutoff square with tube cutter and
all buns removed with a ftle or scraper.
a. Outside end of the tubing shall be thoroughly cleaned, slightly
longer than the depth of the fitting, to a bright finish' Similarly, the
inside of the fitting where the tubing is to be inserted shall be
thoroughly cleaned to a bright finish. Sandpaper shall be used for
cleaning.b. Connection to valves in copper tubing shall be made using
wrought brass screw or flanged adapters' Threaded adapters
shall be used for 2-inch valves and smaller. Flanged adapters
shall be used for valves 2-112 inches and larger. A union shall be
: Provided on the downstream of each screwed value.
c. All tubing and fittings shall be installed in accordance with the
manufacturer's instructions. All solder shall be 95/5.
5. Dirt pockets shall be provided at the ends of all coils, etc. Dirt pockets
at main ends shall be the samE size as the end of the main up to 3"
and not less than 3" for larger pipes. Dirt pockets for coils, etc., shall
be a minimum of the retum outlet connections in the equipment. Dirt
pockets shall be not less than 8" deep and the ends shall be provided
with case brass screwed caPs.
cEPt022495 QC35/15050-11 BID SET
oo6. Piping shall not be permanently closed-up, funed-in, or covered over
before it has been tested and inspected. All openings in the pipes,
drains, fittings, apparatus, and equipment shall be carefully covered or
plugged during erection and construction period to prevent
accumulating obstructions to the piping.
7. Water piping shall be generally run level or be pitched up in the
direction offlow and be free oftaps and unnecessary bends. The
piping shall be graded and valved to provide for complete drainage and
control. Minimum slope of piping to be in accordance with the
following schedule unless othenrise indicated:
Type of Piping or
Fluid Conveved
Domestic Water,
Chilled Water
Domestic Water,
Chilled Water
Sewer, Sanitary,
Storm
Chilled Water
Sewer, Sanitary,
Storm
System Length for
Comoonent 1" Fall
Runouts to 40'
Risem
Supply andReturn Level
Mains
Main or
Branch
Return
Mains
Main or
Branch
Direction
of Fall
Back to
Mains
Level
I' Direction
of Flow
I' Direction
of Flow
8.Piping shall be ananged to maintain headroom, keep passage ways
and access openings clear and where necessary be offset to maintain
the required cleamess and coincide with the structural features of the
building. Piping shall be installed parallelto building walls and at a
height so as not to obstruct any portion of a window, light fixture,
doonray pipe tunnel, or passageway.
Each piece of equipment shall be valve for isolation from the system
and each system shall be valved for total isolation.
All pipe shall be installed to permit complete drainage. Pipes four
inches and larger in equipment rooms shall have drain valves with hose
connections at all low points. The base of all risers shall have 3/4 inch
drain valves, piped to the drainage system.
Install properly sized water hammer arrestors in water line containing
quick closing valves.
9.
10.
11.
cEPn22495 QC35/15050-12 BID SET
12. ConOenG drain piping shallbe installed *O running trap and the
pan and drain pipeshall be pitched up to drain completely.
13. Provide drain pipinjfrom pump glands, relief valves, coil drain pans
and like items to spill over floor drains.
14. Springing, bending, or forcing the pipe into place will not be allowed
and fittings shall be used for all ofbets or changes in the alignment of
the piping.
15. Sheet elbows, bushing, and long screw ftttings will not be allowed. All
changes in the pipe sizes shall be made with reducing fittings, reducers
or increasers.
16. Water piping shall produce no noise from the flow of water under
normal operating velocities.
17. Hot water heating and chilled water lines shall be automatically vented
at all high points in the sYstems.
18. Only long radius elbows shall be used.
19. Connections between copper and steel piping shall be made with
dielectric unions.
20. Provide a union ahead of each screwed valve, trap, or strainer, and on
each side of each piece of equipment and wherever needed to
dismantle piping.
21. Provide expansion devices, pipe loops, and cold springing together with
anchors and guides so that piping can move noiselessly in response to
temperature changes. Piping shall be free to expand or contract
without injury to equipment or building.
22. Escutcheons shall be provided where pipes are exposed in occupied
spaces of the building and run through walls, floors, or ceilings'
Escutcheons shall be chrome-plated spun brass of plain pattern, and to
be set tight on the pipe and to the building surf;ace.
23. \Mere sensitive control elements and/or thermometer wells are
installed in any piping system, the piping to be enlarged as required by
the cross sectional area of wells. Pipe sizes to be such as not to cause
a restriction in the piping where said wells, or sensitive control elements
are installed.
cEPt022495 QC35/15050-13 BID SET
24.
understood that the reduction in size pertains to the automatic valve
only. Provide bypasses around all automatic valves.
25. \Mren the suction or discharge of any pump unit is smaller than the
connecting pipe size, reducing fittings shall be provided at the pump
connection only. All strainers, valves, flexible connections, expansion
joints, shall be same as the PiPe.
VALVES AND ACCESSORIES
1. All plumbing domestic water mains, branch mains, and sub-branch
mains which supply two or more fixtures, and all plumbing, heating and
chilled water risers and mains shall be valved in such a manner that it
will permit their isolation from the system of piping of which they are a
part.
2. Every item of equipment, including automatic control valves, and swing
check valves shall be individually valved so that they can be completely
isolated. Plumbing fixtures shall be provided with local stop valves'
3. All valves shown as check valves in horizontal piping shall be swing
type check valves.
Provide a minimum of one union at every valve, trap, strainer, or item
of equipment.
All bypass assemblies around automatic valves, etc. shall have a
minimum of one globe valve and a union in the bypass.
Installvalves with stems extending above the horizontal position'
Installgate valves with the stem in the vertical position.
Valves in positions where unauthorized closing could endanger safety
shall have supervisory monitor switches and be marked with warning
signs.
Valves (other than automatic valves) and strainers shall be a minimum
of the pipe size indicated.
Install each valve to be easily accessible for operation, visual inspection
and preventive maintenance.
\Mrere for"ti" valves are installed ottre Fssure, pneumatic,
capillary or electric type, and for control purposes, and the automatic
valve size is smaller than the connecting pipe size, it is to be
R.
4.
5.
6.
7.
8.
L
cEPro224g5 QC35/15050-14 BID SET
o
s.DUcrwoRKo
1.All needed OuAs snaU be rigidly supported with suitable braces, tees, or
angles to keep them true to shape and prevent buckling. All elbows
shall be made with an inside radius equal to the width of the duct, but
where space does not permit, inside radius may be reduced to a
minimum ol 1l2lhe duct width. Any elbows requiring a radius below
this minimum shallbe made square and shallbe instralled with
approved short radius vanes. Allelbows shown as square shall have
vanes.
Longitudinal seams may be standing seams, Pittsburg lock approved
type sliding @rner seams or approved type inside groove for sizes up
to 60=inches in width. For ducts above 60-inches width, longitudinal
seams must be stranding seams at least l-inch high riveted on 18-inch
centers or buttoned on 4-inch center.
Cross seams for duct widths up to 24-inches may be as specified for
greater widths or shall consist of an "S" slip on the wide sides and drive
clip on the narrow sides. For ducts above 24-inches in width, cross
seams shall be standing seams, approved type pocket joint or approved
type bar slip. Cross seams shall be reinforced wit h'l-3/8 inch x 1/8-
inch band iron where indicated. Standing seams shall be riveted or
buttoned as specified above.
Pocket joints or bar slips, if used, must be riveted at the corners.
Approved means must be provided to prevent pocket and slip joints
pulling apart such as riveting on 18-inch centers, clip punching on 10-
inch centers or bufton pressing on 4-inch centers. Sheet metal screws
puncturing ducts will not be allowed in the construction of seams or
joints.
Horizontal ducts shall be hung with bands of not less than No. 12
gauge galvanized iron f -inch wide, spaced not over 8-feet apart and
secured to floor construction above. Ducts reinforced with angles may
be hung with rods in lieu of bands. Vertical risers shall be secured to
walls, columns, floors, etc. in similar manner.
Connect fans inlets and ouUets to ducts by inserting in each case an
airtight ventglass sleeve, securely fastened to fan and ducts. Splitter or
volume dampers shall be installed in the supply ducts and return ducts
at all locations where branches are taken ofi the main. Where
branches are made by tapping into the side of the main, either splifter
dampers or butterf,y dampers may be used to obtain the necessary
adjustment of volume in the branch.
2.
3.
4.
5.
6.
cEPto22495 QC35/1s050-15 BID SET
7.
8.
9.
10.
Dampers shall be made strong, rigid, and tightly fitted. The design,
method of hanging, and control shall be suitable for the location and
service required.
Vertical ducts pass through floors, support angles shall be rigidly
attached to ducts and to the structure. Angles shall be galvanized and
of approved size to support duct work. The supporting angels shall be
placed on at least 2 sides of the duct. Each duct shall be bolted to its
supporting angle. Angles exposed to weather shall be given a prime
coat and a final coat of rust inhibitor oil base paint.
lnterior duct surfaces exposed to view through registers, grilles, and
diffusers shall be painted black.
Acoustically sound line of all supply and return air ducts with 2" thick
soundling, 2 lbs/CF densi$.
END OF SECTION
cEPt022495 QC35/150s0-16 BID SET
sEcTtoN 15400
PLUMBING
A. DOCUMENTS
1. General Conditions apply to this section.
B. WORK INCTUDED
1. Complete plumbing work including, but not limited to piping, fixtures,
valves, etc., fully tested balanced, adjust and ready for use.
2, Connection of buffet and service station eq'uipment.
3. Equipment for steam rooms.
C. DESCRIPTION OF SYSTEMS
1. Complete plumbing system of hot and cold water, recirculation, drain,
waste, and vent to all areas.
D. OUALTTY ASSURANCE
O 1. codes and standards:
Cleanouts
a. Pipe and fittings shall conform to applicable ANSI, AWWA, and
ASTMJ standards referenced for those products.
b. No plumbing fixture, apecial equipment, device or piping shall be
installed which will provide cross-connection or interconnection
betwEen drinking water and non-potabl8 water supply.
2. Manufacturers:
a. The following manufacturers of material and eguipment are
acceptable.
Item of Material or Eouioment Manufacturer
Floor Drains J.R. Smith, Wade, Zurn,
Josam
Chair Carriers J.R. Smith, Wade, Zurn,
Josam
J.R. Smith, Wade, Zurn,
o22495 oc35/15400-1 BID SET
Plumbing Fixtures
Josam
Crane, Elier,
American Standard
Closet Seats Church
ttem of Material or Eouioment Manufacturer
Flush Valves Delany, Sloan
Faucets, Trim and Stops Delta, Symons
Vacuum Breakers Chicago Faucet
Precast Receptors Fiat, Twin City Granite
E. SUBMITTALS
1. Submittals shall conform to the following:
Prefix Letter ltem
Piping
Valves
Water Specialties
Drains
Cleanouts
Plumbing Carriers
Fixtures
Sterilization
Tests
F. WATER SPECIALTIES
1 . Diaphragm type hydrostatic shock pressure controls shall be installed for
each flush valve operated plumbing fixture, or at end of branches serving
a battery of flush valve operated plumbing fixtures, at each solenoid, and
at remote operated or quick-closing valve. Pipe type air chambers will not
be permitted. Controls shall be installed on both hot and cold water
systems. Unit shall be stainless steel, Josam Series 75000 or equal.
G. DRAINS
1 . Floor Drains: Josam series No. 30002-5A, coated cast iron two piece
body with double drainage flange, invertible non-puncturing flashing
collar, and adjustable satin nikaloy round strainer.
D
c
c
c
c
c
c
E
E
BrD sEr oo22495oc35/15400-2
H.CLEANOUTS
1. Cleanouts shall be sized and located in accordance with code
requirements and located every 1OO linear feet of horizontal run,
whichever is the more stringent. Cleanout types shall be as follows:
a. CO-1 TilE Floors: Josam Series No. 5601O-2 coated cast iron body
with internal gasketed ABS cleanout plug and adiustable ABS
housing with scoriated secured round satin bronze top.
b. CO-2 Carpeted Floors: Josam Series No. 5601G14 coated cast
iron body with internalgasketed ABS cleanout plug and adjustable
ABS housing with carpet cleanout marker.
PLUMBING CARRIERS
1 . Urinals: Josam Series No. 17800 floor-mounted single urinal carrier with
hanger ptate, adjustable supporting rods, structural uprights and block
bases.
2. Health Club Water Closets: Josam Series No. 1100 Coated cast iron
closet carrier with adjustable closet connection, adjustable feet, chrome
plated trim and coated accessories for use with siphon jet water closets.
3. All carriers shall be coordinated to suit the fixtures.
4. All wall-hung plumbing fixtures shall be supported in such a manner as
to prevent the movement of fixtures on the wall.
FIXTURES
1. Nomenclature used for fixtures Ere for quality standards only. Provide
supports as required for each fixture. All fixtures shall be white unless
otherwise indicated.
All exposed pipes, escutcheons and fittings shall be chromium-plated
brass unless indicated otherwise. All nipples through walls to fixture
connection shall be chrome.
Fixture Types:
P-1 Water Closet - Public Toilets:
Crane No. 3-297 "Nau-Saneto" vitreous china floor mounted water saver
toilet with siphon jet aetion, elongated bowl and 1-112" inlet spud. Seat
J.
2.
3.
o22495 oc35/15400-3 BID SET
shall be Church No. 9500 NSSC, in white with solid high impact
polystyrene plastic elongated, open front with stainless steel hinge posts
with combination self-sustaining and concealed check. Flush valve shall
be Sloan No. 11O-3YBYO "Royal", chrome plated, metaloscillating non-
hold-open handle, 1" l.P.S. screw drive range stop with bumper cap and
sweat solder adapter, adjustable tailpiece, vacuum breaker flush
connection and spud coupling lor 1-112" top spud.
P-1A Ambulatorv Water Closet - Public Toilets:
Crane Model No. 3H-701; other items are the same as P-1.
P-2 Lavatorv - Public includes Health Club Toilet Areas:
Vanity top and bowl shall be supplied and installed as part of
specification Section 10840. Provide Delta No. 501 chrome washerless,
4" centerset single handle lavatory faucet with lever handles, 3/8" O.D.
copper tube inlets, aerator, 1-1 14" chrome plated brass tailpiece with
integral perforated grid, 1-114" chrome plated brass p-trap without
cleanout, chrome plated scrEwdriver angle stops and flexible supply
assembly. Metering type faucets when required by code shall be Bradley
No. 90-75 chrome plated,4n centerset faucet tor 114" nominal copper
tempered supply, inlet strainer, and operating mechanism contained in a
replaceable cartridge.
P-3 Urinal:
Crane No. 7-180" Del Rio" wall outlet vitreous china blowout urinal with
flushing rim and 1-'l14" top spud. Sloan 1 80-YB "Royal" flush valve with
threated connection, S.D. stop and vacuum breaker. See Drawings for
Installation Height.
P-5 Water Closet - Health Club:
Similar to P-1 Except Crane No. 3-460 "Rapidway" wall mounted at 15
112" trom Finish Floor to top of bowl.
P-sA Ambulatorv Water Closet - Health Club:
Same as P-5 with mounting height at 17" above finished floor.
BtD sEr oo22495oc35/15400-4
1.
P€ Shower valve and shower head: Oypical shower stall)
Shower valve shall be Delta No. 604 chrome washerless, single
crystal handle with adiustable high temperature limit stop,
combination screwdriver/check stops, and pressure balance spool
and sleeve device to maintain pre-s6t mix of hot and cold water.
Bent arm shall be chrome plated brass with stamped metaj chrome
plated escutcheon similar to"PlumbShop" PS 2530. Seal escutchEon
to wallwtth sanitary sealant specified in Section 07900.
Shower Head:
a. TeledyneWater Pik No. SM€4C. Theft-resistant, watersaving
design with eight spray/massage selections.
P-7 Shower head and valve: (Accessible and Spa Showers)
1. Delta No. 1693 HDF hand held fxed spray shower with adjustable
height slide bracket and chrome plated wall bar, 59" chrome plated
flexible hose, chrome plated supply elbow with llange and in-line
vacuum breaker. Fingertip on/oli @ntrol, anti-scald pressiure
balanced valve with vandal resistant handle. To be supplied with
integral check stops and adjustable maximum temperature
adiustment stop.
P-8 Shower Base in SPA Rooms:
Shower base shall be a one piece homogeneous product. A permanent,
slip-resistant surfiace shall also be integrally molded so that it will neither
trap nor impede the flow of water. The shoulder shall not be less than 3-
1/16" high or less than 1-9/16" wide. The tiling flange shall extEnd not l€ss
than 1-1f 2" above the shoulder and shall not be less that 1" higher than the
threshold providing an integral, mdded water barrier. The threshold shall
be not less than 5" high. Drain body shall be of Type 302 stainless steel
and designed to provide for a 2' drain pipe. The drain body shall be factory
installed into the shower floor for a permanent leakproof connection.
Removable type strainer plate shall ba stainless steel. The molding
compound shall consist of requisite quantities of finely ground and classified
inorganic stone fillers, reinforcing fibers and polyester resin binder, the
whole bonded into a homogeneous sfrusture under heat and pressure to
produce a material with a flexural strength of not less than /1000 P.S.l.
molded base shallfollow plan profile as shown on drawings.
022495 oc3s/15400-s BID SET
P-9 SillCock at SPA Rooms:
Chicago Faucet No. 293 sillfaucet, 'l/2" inletflanged female with 3/4" hose
thread on outlet, with lock-shield cap and No. 293€ removable tee handle.
Rough chromium plated. Provide separate vacuum breaker.
P-10 Service Sink - Janitor Closets:
Powers-Fiat #MSBiil624, hose and hose bracket #832-M, mop hanger
#889-CC, American Standard #83M.111mixing faucet with bucket hook,
hose end spout, vacuum breaker, and wall brace.
P-11 Faucet Set for Drop-in Bowls at spa and massage rooms:
1. Provide a Delta No. 520 MPU chrome washerless, 4" centerset
single handle lavatory faucet with vandal resistant metal lever, 3/8"
O.D. copper tube inlets, aerator, and metal pop-up drain, 1-1/4'
chrome plated 17 gauge brass p-trap without cleanout, chrome lated
screwdriver angle stops and flexible supply assembly
P-12 Steam Generator for Each Steam Room
1. As reference, products have been selected from FINNLEO; (800)
346€536.
a) ModelNo. FSS-195.
Accessories to include:
a) Digi-Temp control in chrome with white face.b) On/ofi air switch.
See drawings for suggested locations; required piping, fittings and
wiring to be determined by contractor.
022495 oc35/15400€BtD sEr o
o
MISCELLANEOUSK.
l.All fixturas and equipment shall be installed (including associated
equipment) in accordance with the manufacturers recommendations.
2. All equipment shall be located to provide complete accessibility to all
component as part of a unit or adjacent unit including piping and
ductwork.
3. Trap Primers - Provide trap primers for allfloor drains in the pantry and
public toilets.
GENERAL
1 . All fixtures shall be set true and level. All necessary supports for fixtures
shall be installed before drywall work.
2. The Contractor shall be responsible for the protection of all fixtures and
trim, during the Construction period.
STERILIZATION
Before acceptance for domestic operation, each unit of complete water
distribution system shall be disinfected. After pressure tests have been
made, unit shall be thoroughly flushed with water until all entrained dir
and mud have bean removed before introducing chlorinating material.
Chlorinating material shall be either liquid chlorine or hypochlorite.
Chlorinating material shall provide a dosage of not less than 50 parts per
million and shall be introduced into waterlines in an approved manner'
Treated water shall be retained in pipe long enough to destroy all non-
spore forming bacteria. Retention time shall be at least 24 hours and
shall product not less than 10 ppm of chlorine at extreme end of line at
end of retention period. Allvalves and faucets on lines being disinfected
shall be opened and closed several times during contact period. Lines
shallthen be flushed with cl6an water until residualchlorine is reduced
to less than 0.2 ppm. During flushing period, water closet shall be
flushed sevsraltimes. Samples of water shall be taken from points in the
system in sterilized containers for bacterial examination. Disinfecting
sjrall be repeated until tests indicate absence of pollution for at least 2
full days. system will not be accepted until satisfactory bacteriological
results have been noted.
L.
M.
1.
2.
022495 oc35/15400-7 BID SET
3, All sterilization procedures shall be witnessed by the Marriott
Representative and certification of compliance shall be submitted to
same.
N. TEST OF PLUMBING
1. Equipment, mat€rial power and labor necessary for all inspection and
tests shall be furnished under this section.
END OF SECTION
o22495 oc35/15400-8 BtD sEr o
sEcTroN 15750
SNOW MELTING
(ALTERNATE)
A. REI-ATED DOCUMENTS
1. General Conditions apply to Sectaon.
8.. WORK INCLUDED
1. Usted areas for snow melting should be priced separately as altemates:
a. Upper, outdoor, pooldeck.
b. Lower, outdoor, terrace area.c. Stairs from lower tenace to new wood deck.
C. OUALIW ASSURANCE
1. Contractor shall hire a mechanical engineer licensed in this state to design
system.
2. Drawings shall be submitted to Marriott Representatlve for approval.
3. Design to be based on a hydronic system following the snow melting guide
"l=B=R S..40" as distributed by the Radiant PanelAssociation; Buffalo, MN
(612) 6824844.
D. MATERIAL
1. Engineer to select tubing, boiler and pump for system.
E. LOCATION
1. Install in new mechanical room being used for whirlpool equipment.
F. COORDINATE wlTH SITE CONCRETE SPECIFIED IN SECTION O'I510
1. Review site conditions before installdion and notity Marriott Reprmentative
of work that cannot be performed.
2. Upon acceptance of site conditions @ntractor shall be held responsible for
proper installation and functioning of snow melting equipment.
END OF SECTION
O o224s5/cEP oc35/157s0-1 BID SET
B.
sEcnoil 16q)o
ELECTRICAL BASIC MATERIALS AND METHODS
RELATED DOCUMENTS
1. General Conditions apply to this Section.
WORK INCLUDED
1. Furnish all articles, materials, equipment, operations and services
nec€ssary to construct and install all electrical work specified and listed
herein including but not limited to:
Demolition Work.
Feeder distribution and branch circuit wiring systems.
Point-of-Sale wiring and conduit system.
Telephone and conduit system.
All equipment requiring 6l6ctrical power for operation shall be
connected and tested electrically by the Contractor, unless
otherwise specified.
t, Branch circuit panelboard.
Rules and Permits
a. The entire installation shall be made in strict accordance with the
state and local ordinances, applicable provisions of the latest
edition of the National Electrical code.
b. The Contractor shall obtain the required electrical permit and shall
arrange for periodic inspection by the local authorities as work
progresses so that certificate of completion and approval may be
delivered to the Marriott Representative on the day scheduled for
final inspection.
Examination of Sita
a. The Contractor shall examine the project site before submitting his
bid so that he may be fully informed of the conditions existing and
th€ amount and kind of work to be performed therein.
b. The Contractor shall be deemed to have complied with this
stiputation of these specifications upon submitting hie bid. No
request for extra payment for work claimed by reason of
misunderstanding the amount and kind of work required will be
granted.
a.
b.
c.
d.
e.
2.
3.
o22495 oc35/16000-1 BID SET
c.
4. Contractor and his licensed engineer shall be responsible for all items,
equipment and drawing needed or required by code to complete electrical
work needed for design, function and equipment shown on architectural
drawings or as specified in other sections of the contract documents.
SUBMITTALS
Contractor shall procure and deliver to the Marriott Representative shop
drawings, manufacturer's technical brochures and detailed description of
th6 following listed items:
a. Circuit breaker components.
b. Disconnect switches and fuses.
All submittals shall be certified by the Contractor that he has checked
and coordinated each item regarding layout, dimensions, electrical rating,
programming or conflicts with other trades, and compliance with plans
and specifications. Non-certified and certified but inadequately
coordinated submiffals shall be returned to the contractor without
approval and no extension of completion time or waiver of any contract
requirements will be granted. The judgment of the Marriott
Representative and Engineer of Record as to the adequacy of the
delineation of shop drawings and technical data submitted shall govern.
D.MATERIAL AND WORKMANSHIP
All materials shall be new and of the best grade. They shall bear the
label of approval of the Underwriter's Laboratories, Inc., wherever
standards have been established and label service is furnished by the
agency.
All materials that are normally contained in packages shall be delivered
in unopened packages to the job site.
Brand names and catalog numbers when noted in the drawings or listed
in these specifications indicate the standards of quality of the items
required. When other manufacturer's products are not mentioned, the
Contractor may bid on the substitutes only after obtaining written
approval from the Marriott Representative.
All work shall be installed in a workmanlike manner and, when
completed, shall be neat and symmetrical, plumb, uniform, properly
aligned and firmly secured in place presenting a high quality of
workmanship.
1.
2.
1.
2.
3.
4.
o22495 oc35/16000-2 BID SET
E.
5. The Marriott Representative shall be afforded every opportunity to
ascertain the quality of materials and the skill and compstency of labor.
Concealed work may be opened at random for formal inspection by the
Marriott Representative.
DEMOLITION
1. Coordinate demolition phasing with Marriott Representative and other
trades.
2. Maintain existing circuiting to luminaires, outl€t and equipment outside
each project phase area not otherwise shown.
CONNECTION TO MECHANICAL EOUIPMENT
1. Contractor shall furnish and install eonduit, wiring and all electric
connections from building wiring to motors for heating, ventilating, air
conditioning equipment and other equipment, including all switches,
motor protection services and necessary line and low voltage control
wiring such as to Volume Adjustable valve s not furnished under other
sections.
Contractor shall ascertain from othar contractors furnishing motor-driven
equipment, the exact size and type of all motors, th€ exact locations of
such equipment and the proper point where electricalconnections should
be brought through the floors or walls, as the case may be. Locations
shown are diagrammatic only; correct locations shall be the full
responsibility of Contractor.
Examine Mechanical and other Drawings and Specifications for
information concerning motors and control apparatus and diagrams, and
for exact location of equipment outlets.
lnstall controls and starters furnished for motors under other Divisions or
Separate Contracts. Provide and install disconnect switches as necessary
for each such motor.
F.
2.
3.
4.
o22495 oc35/16000-3 BID SET
G.GUARANTEE
1. Any item of material, apparatus or workmanship furnished by the
Contractor that devElops defects in quality design, construction or
serviceability within on (1) year of final acceptance by the Marriott
Representative shall be replaced by the Contractor, without cost to
Marriott, with such new material, apparatus, replacement parts, or work
as may be found necessary to make the defective portion of the
complete system conform to the true intent and meaning of the plans
and specifications.
H.PRODUCTS
1.Materials:
Asbestos Prohibition: No asbestos containing materials shall be
used under this section. The contractor shall insure that all
materials incorporated in the project are asbestos-free unless
specifically approved in writing by the Architect'
New and UL labeled; Material and equipment new and free of
defects and suited to the intended use; and be listed by the
Underwriters' Laboratories, Inc,, meettheir requirements and bear
their label whenever standards have been established and label
service is regularly furnished by that agency.
Standards established: Where materials, equipment, apparatus, or
other products are specified by manufacturer, brand name' type
or catalog number; such designations are to establish standards or
desired quality and style and be the basis of the bid.
Product continuity: All equipment or materials for any one system
by the same manufacturer. ltems such as conduit fittings, wire,
wiring devices, etc., to be the same throughout the project.
Exterior materials: To be weathertight and of such design for the
purpose. All ferrous materials on the exterior galvanized.
Raceways:
a. Rigid metallic: Conform to industry standards, steel, full weight,
threaded fittings, factory bends over 1" in diameter. Protected
inside and outside by galvanizing or sherardizing.
a.
b.
c.
d.
e.
2.
o22495 oc35/16000-4 BrD sEr o
oob. Elactrical metallic tubing: Protected inside and outside by
galvanizing or sherardizing 4" maximum. Same manufacturers as
for steel rigid conduits. 3/4" minimum size.
1) Connectors: With insulated throats.
2l Couplings and Connectors: 3/4" and smaller may be set
screw or comprassion threadless. Use compression type or
another approved raintight for 1" and larger.
c. Flexible conduit: National Flexsteel or equal. Where exposed to
weather use American Brass"Sealtite" Type UA, or equal,
complete with waterproof fittings. Provide ground wire for length
6' and longer.
d. PVC: UL listed, rigid, Schedule 40. 3/4" minimum size.
3. Wire and Cable:
a. Conductors: All conductors shall be copper. Conductors of soft
drawn copper with 6OO volt insulation as hereinafter specified. All
wires and cables must be delivered to the buiHing in standard
coils or reels with a tag bearing the manufacturer's name and
trade name of the wire and the Underwriters' Label.
b. Size: #12 AWG minimum €xcept fire alarm systom #14 AWG :
Minimum. Branch circuit runs ov€r 1OO' must be #1O AWG
^r:
minimum.
c. Insulation types:1) #8 AWG and Smaller - THWN or as noted.
2l #6 AWG and Larger - THW, RHW, THWN, XHHW, or as
noted.
d. Lugs and connectors: :
1) #6 AWG to #2 AWG: Thomas & Betts "Lock-Tite" or i;
Burndy "Ouicklug".
2l #8 AWG and Smaller: "Scotchlok" with insulator, Thomas
& Betts "Sta-Kon" with insulator or Buchanan Series 2OO2
with insulator.
3) Cable Taps #1 AWG and Larger: OZ type PT/PTC or equal.
e. Splicing insulation: Electrical tape: Scotch #33 or equal.
f. Point-of-Sale cablE: 2 twisted pairs, 24 gauge, shielded, PVC
jacket, Belden #9829.
o22495 oc35/16000-5 BID SET
4.Wiring Devices:
Switches: Switches shall be provided where indicated on the
drawings. Switches shall be flush type where connected to
conceal wiring in furred space. One-inch clearance shall be
maintained between switch plates and the door casing, or if there
is not casing, 6' shall be left clear between the door jamb and the
edge of the switch plate. Switches shall be heavy duty, 20 Amp.,
1201277 V., ac, specification grade, quiet, non-mercury type,
equal to A & H #1991 - lvory. Where more than one switch
occurs at th€ same locations, they shall be ganged under one
plate. Where space does not permit horizontal ganging,
interchangeable type switches may be used, only with approval of
the Engineer.
Duplex conveniEnce receptacles: Grounding type, specification
grade, 15 Amp., 125 V., "T" slot, equal to Hubbell #5252, lvory
GFI receptacles, UL listed, 5 ma pickup, GE #GTR or equal'
Cover plates: For switches, cutlets, and receptacles shall be lvory
urea matching for both switches and receptacles. Gangs as
required.
Weatherproof receptacles: Shall be same as ltem B in gasketed
Type FD cast box.
Manual magnetic startors: Shall be horsepower rated with
overload relays and NEMA 1 enclosures. Overload relay heaters
shall be suitable for 48O or 2O8 volt service as required with one
per phase (3 for 3 phase starters). Verify with mechanical
equipment suppliers.
f. Motor switches: Motor switches shall be horsepower rated, poles
as required, flush tumbler type, with overload heaters.
g. Disconnect switches: Ampere rating as indicated. Type HD, with
enclosures as indicated. Rejection clips for fusible units.
Outlets:
a. General: Outlet boxes shall be of the size and kind best suited to
the particular use or location but in any case shall be of sufficient
size to contain, without crowding, all conductors and connections
which may be required in any outlet box. Boxes shall, where
necessary, have suitable covers. All boxes shall be pressed steel,
zinc-coated, except that exposed boxes shall be cast type with
threaded hubs and matching plates.
a.
b.
c.
d.
e.
5.
o22495 oc35/16000-6 BrD sEr o
b.d*o*, Fixture studs shall oe provil as required and shall be
a 3/8" malleable iron type, zinc-coated, four-bolt typE or "no-bolt"
.typ6 as desired by the Contractor, sxcept that all must be the
same type.c. Sizes: Boxes shall be installed with particular attantion paid to
compliance with NEC Sections 370-6 and 37O-15 except that 4"
standard trade siza shall be the minimum. Outlet boxes for
auxiliary systems shall be indicated on the drawings. Locations of
all outlets shall bE checked against the architectural
elevations.
t.EXECUTION
1.Workmanship:
a. All electrical work shall be neatly executed, workmanlike in
appearance, symmetrical, plumb, uniform, properly aligned, and
firmly secured in place. Dimensions and locations shown o n the
drawings shalt be verified in the field. Discrepancies and
interferences with other work shall be immediately called to the
attention of the Engineer and corrections or adiustments shall be
made as he directs. All cutting and patching necessary for
electrical work shall be done by artisans ekilled in the trade.
Conduit system shall be free of dust and debris.
Conduit System
a. Permitted uses
1) Rigid steela) Conduit exPosed to weather.
b) Exposed conduit stubbed up or exposed below 8
feet.
EMT1) All branch circuiting above grade slab.
2l All feeders above grade slab.
3) All branch circuits in dry walls and furring.
PVC1) Allfeeders in slab on grade.
2l All feeders below grade.
2.
b.
c.
o22495 oc35/16000-7 BID SET
d.lnstallation1) The conduit system shall be continuous from outlet or
fittings to fitting so that electrical continuity is obtained
between all conduits of the system. Factor threads shall be
cleaned with a die before conduit is installed. All conduit
shall be concealed where possible.
Ends of all conduit shall be cut square and inner edges
reamed. Adjoining lengths shall butt together evenly in the
couplings to provide passage for installing conductors.
Conduits shall be of ample size to allow drawing in or
removing of wires and cables without undue strain, and
suitable chaffing bushings shall be installed on each end of
every run of conduit where wires are installed.
Where necessary, powdered soapstone shall be used as a
lubricant for drawing wires through conduit. No other
means of lubrication will be allowed.
Conduit shall be installed entirely free from other piping,
valves, or mechanical equipment, and shall not be installed
near than 6" to hot water pipes and steam pipes.
Bends, offsEts, and crossing of conduits shall be avoided
wherever possible. When bends and offsets are necessary,
they shall be made with an approved hickey or a conduit-
bending machine. The use of a vise or pipe tee will not be
permitted. Bends shall be made so that the interior cross-
sectional area will not be reduced. The radius of the curve
of the inner edge of any field bend shall not be less than
ten times the internal diameter of thE conduit. A run of
conduit between outlets or other boxes shall not include
more than the equivalent of two 9O degree angle bends,
including those bends with blank covers shall be installed as
necessary to meet this requirement. The use of running
threads will not be permitted. Where conduits cannot be
joined by standard threaded couplings, approved watertight
conduit unions shall be used with prior approval.
Conduits shall be capped curing construction with metal
capped bushing to prevent the entrance of dirt or moisture.
All conduit shall be thoroughly swabbed out and dried
before wires or cables are pulled in.
Fish wires, cords, strings, chains, or the like, shall not be
placed or inserted in the conduit system during installation.
After the conduit system has been installed and thoroughly
dried out, the empty conduits shall be left with a No. 12
galvanized iron drag wire.
2l
3)
4l
sl
6)
7l
8)
e)
022495 oc35/16000-8 BID SET
15)
Wiring:
concealed conduit to be laid inQn"r"r. slabs, behind wall
furring, above false ceiling, in special riser chases and
shafts, or underground, shalt be installed as the building
construction or work progresses. All metallic underground
conduit shall be pained with two coats of approved
bituminous compound.
Conduit in concrete slab floor shall be kept as low as
possible and not less than 1-inch below the finished floor
line or top finish surface line. Care shall be taken to avoid
crossing more than two conduib at any one point unless
space provided permits, and conduits shall be run
accordingly. Where it is necEssary to run conduits through
a slab, sleeves shall be provided for this purpose. Not
cutting of the concrete will be permitted after the concrete
is poured.
When making throaded conduit joints underground, in
concrete, or exposed to weather, the threads shall be first
coated with red lead and immediately screwed together. Al
such joints shall be made watertight. All abrasions or
coating shallbe painted with approved moisture-proof paint.
Where conduits cross construction and/or expansion joints,
a rigid stael conduit sleeve shall be provided on both sides
of the joint. The inside diameter of the sleeve shall be three
times the outside diameter of the conduit, and shall be 3-
feet long.
All conduit which is deformed or crushed in any way shall
be removed from the job at once.
Final connections to equipment shall be with liquid-tight
flexible conduit.
a. All wiring shall be installed after conduit system is complete.
b.- No conductor in the branch circuit shall be smaller than the
homerun conductor size. The branch circuit conductors in a
continuous row of luminaires (wired through their own wireways
from one ceiling outletl shall not be decreased in size from
panelboard to farthest ballast. Conductors in fixture wire ways
shall be of type approved for such use as per NEC.
t
11)
121
13)
14)
3.
o22495 oc35/16000-9 BID SET
5.
6.
c. Where the Contractor finds it necessary to radically reroute any
conduit run resulting in marked increase in circuit length from
what is indicated on the plans, he shall change the conductor size
to prevent a voltage drop to the farthest outlet exceeding 306
under load or notify the Architect, who shall then stipulate the
conductor size.
4. MechanicalEquipmentConnections:
a. Individually mounted starters will be furnished by Mechanical.
Installation of starters and all power wiring will be by this
Contractor. Power disconnecting devices will be by this
Contractor.
Painting:
a. Paint all exposed conduit, boxes, and cabinets and panel fronts to
match the color of surrounding surfaces. Painting will be done by
the Painting Subcontractor.
Grounding:
a. The neutral of the ac system and all metallic equipment and
enclosures for conductors except those excluded by Section 250-
33 of the NEC shall be grounded at the service entrance of the
building. The system ground shall be a bare copper conductor in
conformance with Section 250-94 of the NEC. This conductor
shall be run in a rigid metal conduit which shall serve as the
equipment and enclosure ground. Both shall be connected to the
nearest cold water pipe and ground rod that is part of a
continuous metallic underground water piping system with a
clamp specifically designed and approved for the purpose. This
connection shall be made at the most accessible location possible.
The neutral and main switchboard shall be grounded in a similar
manner. NOTE: Where a "di-electric" union, which breaks the
electrical continuity, is installEd in the cold water service pipe to
any building, the grounding conductor shall be attached to the
cold water pipe on the supply side of the union.
b. Code-Sized insulated ground wire required for all PVC grade slab
branch circuit runs. All branch circuit runs above grade slab shall
be ground through conduit ground' Duplex receptacles shall be
grounded with #12 green insulated jumper wire.
o22495 oc35/16000-10 BrD sEr o
o
7. Point-of-Sale (POS) Cabling:
o
a. POS System Cables shall not be spliced.b. POS System Cables must be pulled six (6) weeks prior to the
arrival of the installation team.c. Five feet of slack should be left on each end of all POS Network
cables.d. POS Network Cables at the user work station locations should
each terminate in a 4" x 4' J-Box, each eguipped with a double
gang plaster ring.e. POS Junction Boxes in the POS Computer Room and at the user
work station locations should be mounted within thrse (3! feet of
the actual device.
f. POS Network Cables at kitchen printers should each terminate in
ia stainless steel pedestal box which are mounted on the Chef's
counter.g. Five (5) 4" x 4" J-Boxes, each with a double gang plaster ring,
should be provided in the PMS Computer Room. Only four POS
Network Cables can be terminated in one J-Box.
h. Cable Terminations will be performed by the local MICROS
Representative.i. All POS System Cables must be marked on each end with their
dosignations used in drawings.
i. All POS cables shall be installed in conduits.
k. The electrical requirements dictate that devices must be on a
dedicated isolated ground electrical circuit.
8. Testing and Completion:
a.TheContractorsha|lprovidesuitableandneat|ystenciled
nameplate identifications on all of the electrical devices and/or
apparatus installed. Nameplates, legible from distance of 1O-feet,
letters not less than 3/4" high, shall indicate the circuit t€rmination
- operational directions and/or apparatus and load controlled.
b. The Contractor shall provide the personnel and equipment,
including necessary instrumsnts to perform the following tests:
1) Feeder insulation resistance test an accordance with NEC
using a 5OO volt megg€r. A record of the readings shall be
submitted to the Architect for approval. Any defects
discovered shall be immediately corrected.
o22495 oc35/16000-11 BID SET
2l Upon completion of the above test, turn on all lights and
balance the loading of each phase of the panelboard.
Continue to balance load with otherequipment being turned
on. Continue balancing, if necessary, the loading of each
phase at the subfeeders and mains until a practical or as
closely as possible, load balance has been obtained.
Submit a complete load reading record of all panels,
subfeeders, and mains installed and balanced to the
Marriott Representative and Engineer of Record for
approval.
Thereafter, request final inspection of the system by the
local Electrical lnspector. At the final inspection each
circuit and piece of equipment shall be tested for proper
operation. The entire electrical and auxiliary systems shall
be in good working condition upon acceptance by the
Engineer of Record.
All auxiliary systems shall be tested in the presence of the
Marriott Representative, Engineer of Record and
Manufacturer's Representative. Operational instructions
(verbal and written) shall be discussed with and given to
the Marriott Representative and Hotel Chief Engineer by the
various manufacturer's representatives.
END OF SECTION
3)
4l
o22495 oc3s/16000-12 BtD sEr o
sEcnoN 16066
ELECTRICAL SPECIALTIES
A. RELATED DOCUI'ENTS
1. General Conditions apply to this Section.
B. WORK INCLUDED
1. Elec{ricalCoverplates.
2. Light switches.
3. Receptacles.
4. Light fixtures.
5. Louvers.
6. Fire alarm visual signaldevice.
7. Smoke detectors with visual signaldevice.
O B. Exit signs.
C. QUALIW ASSURANCE OF ELECTRICAL
1. Components and instrallation shall comply with NFPA 70 "National
Electrical Code".
2. Comply with applicable requirements of NEMA standards pertaining to
racewa!,s.
3. Provide produc'ts and components listed and labeled by UL'
4. The electrical contrastor shall obtain required permits.
5. Connestion to, removal, or relocation of existing equipment shall be
done in such a manner as to not damage the equipment. Any
equipment or device damagcd due to the work performed under this
contrac{ shall be repaircd or replaced by this contractor, to the
satisfaction of the Manioft Representative.
O cEP/o3oss3 QC35/16056-1 BID SET
D. MASTER LIST
1. Coverplates:
a. Provide plates for all devices and outlets with opening
configuration suitable for devices to be covered. Color of plastic
plates shallbe ivory.b. Plates shall be smooth urea plastic secured in place with screws
finished to match the Plates.
2. Light Switches (\Mtere Needed):
a. Switches shall be flush walltype in ivory'
b. 20AMP, '120-277 Yolt:
Brvant Hubbell Pass & Seymour
1 pole 4901 '122'l
2 pole 4902 1221
3 pofe 4903 1223
20AC1
20ACz
2oAC3
c. Mount switches 48" above finished floor.
3. Panic Alarm:
a. Provide on/off button in each steam Room to activate an audible
and visible signal at reception desk.
b. Provide button converplate with wording "Emergency Assistance".
4. Receptacles:
a. DuPlex1) Flush walltYPe in ivory.
2) 20 AMP, 120 Volt, NEMA5-20R:
l. Bryant Model No. 5342.
ll. Hubbell Model No. CR-20.
lll. Pass & SeYmour No. 5350.
3) Mount 4" above backsplash of base cabinets and 15"
above finished floor'
cEP/030593 QC35/16056-2 BtD sEr o
b. Ground Fault (ln Wet Areas)1) 15 AMP, 120 VOlt, NEMA$1SR, GFG|:l. Bryant Model No. GFR€2FT.ll. Hubbell Model No. GF-5252.lll. Paes & Seymour No. 1591-R.2) Mouril 48" above finished floor.
5. Wall Box Dimmers:
a. Dimmers shall be of one manufacturer such as Levtton'DEcora" or
approved equivalent. Wattage rating shall be as follows:
Up to 600 watt load - 6621rPl
up to 1000 watt load - 8100G1
Up to 1500 watt load - 8150"1
Up to 1920 watt load - 8200G1
b. Dimmers shall be self-conatined solid state type in wattage ratings
shown on drawings.c. Dimmers shall be complete with finned heat-sink completely
hidden behind an ABS plastic front plate.
d. Dimmers shall be complete wtth a T+ated On/Off srvitch at the
bottom End of the linear travel and shall produce an IES square
law response curye from black-out to full brightness.e. Dimmer rise time shall be restricted to prevent interbrence with
professional qualtty audio or video equipment.
6. Light Fixtures:
a. Recessed DownligttF:l. Calculite No. 87054 GD with frame No. B6(D and 150W
FC1/|F lamp as manufiacturad by Ughtolier, Secaucus, NJ
(201) 864-3000.b. Recassed Downligftts With WallWash REfrector:L Calculite W7009 GD wiilr frame No. \J612 and 150W A21llF
lamp as manufiactured by Ughtolier; Secaucus, NJ
(201) 864-3m0.c. Recessed Fluorescent:L Deep cel2',rt" catalog No. DPS2Gg GS3U4 with (3)
31TB/31K octron lamps as manufastured by Lightolier.ll. Provide I c6ll, 3'deep, aluminum parabolic lower with
champagne gold finish.lll. Field verify voltage; use elactronic octron ballast.
a cEP/o3oseg oc35/16056€BID SET
d. Recessed Downlight In Wet Areas;l. Lytecaster 1126T with frame No. 1102T1R and 2x13 Watt
twin tube compact fluorescent lamps as manufactured by
Lightolier; Secaucus, NJ (201) 864-3000.e. Strip Fluorescent Fixture:l. 36" long strip fluorescent fixture with two lamps.
Model No. SMC-230-RS-C-ESB and rapid start
ballast No. RS-HPF (energy saving).
,1 ;"""'IJil:f il:,.:3y ffi##H::J,T'."3H1iil:il.,
Passaic, N.J. (201) 779-5400.
7. Fire Alarm Msual Signal Device:
a. Product Model No. GXS-12OHBW as manufactured by Gentex
Corporation; Zeeland, Ml (616) 392-7195.
b. Approvals and Locations:
l. UL Listing 464 and 1638.
ll. NFPA 71,72A through 72D and72G.
lll. Meets ADA requirements.
c. Criteria:l. Light intensity 120 candela.
ll. Solid state and polarized to operate from 300 millamp
current drain at 120 VDC.
tll. The device shall be provided with 2 wires in, 2 wires out
and mounted in a two gang non-metallic back box.
d. Color of Face Plate: Beige.
e. \Mre from existing fire alarm control panel or smoke detector
junction box; review need for relay and end of line register.
f. Mount at 80" above highest floor level.
8. Smoke Detector/Fire Alarm Signal Device:
a, Product: Model No. 7109CSW as manufactured by Gentex
Corporation; Zeeland, Ml (616) 392-7195.
b. Approvals and Locations:
l. UL Listing 1971.
ll. Meet requirements of International Conference of BuiHing
Officials.lll. Locate at 6" below ceiling.
c. Criteria:l. Minimum db level of 90 at 10 feet.
ll. Photoelectric, 120 Volt AC type.
lll. 9 Volt battery back-up for audible fire alarm signal.
cEP/030593 QC35/16056-4 BtD sEr o
d. Color of Cover: Beige.e. Wire from emergency power circuit to smoke detector.
9. Exit Signs:
a. Remove existing signs and replace with units listed below.b. Products: As listed below under the trademark "Excalibu/', as
manuf;actured by Dual-Lite, Inc.; Newton, CT (203) 426-8011.l. Ceiling Mounted: (Single or Double Face) Model No. C
(S or D) GPP-FL.ll. Wall Mounted: ModelNo. CWGPP-FL.lll. Emergency Ceiling Mounted: (Single or Double Face)
Model No. C(S or D)GPP-FL-PEP.c. Approvals: UL Listing 924.d. Criteria:l. Cast aluminum housing and stencil.ll. Fluorescent illumination using two 5 Watt "PL" type lamps.
e. Color of housing and stencil is putty; letters shall be green.
10. Eggcrate Louvers:
a. 1/2" cube translucent white acrylic sheets.b. Louver shall be injection molded with interlocking trim at butting
eoges.c. Product ALP 45A - A.L.P. Lighting & Ceiling Products, lnc.;
Niles, lL (708) 774-95s0.d. Provide aluminum support angle trim with 1" exposed face.
Secure to framing or wall with fasteners at 12" O.C.; trim to have
a white baked-on enamelfinish.
E. AEROBIC'WEIGHT ROOM
.,1. From Master List:
a. Smoke detectorlfire alarm signaldevice.b. ReceptacleVcoverplates at TVs and equipment'
c. Exit light.
O cEP/o3ose3 QC35/16056-5 BID SET
F. MASSAGEAND SPA ROOMS
1. From Master List:
a. Recessed downlights on dimmer.
b. Smoke detector/fire alarm signaldevice'
c. RecePtacles and coverPlates'
G. LOBBYLOUNGE
1. From Master List:
a. Fire alarm visual signaldevices.b. Recessed downlights.c. Recessed fluorescent fixtures.
d. Recessed downlights on dimmer.
e. Exit lights (ceiling mounted).
f. RecePtacles/coverPlates.
H. FRONT DESK
1. From Master List:
a. Recessed downlighb.b. Recessed downlights with wallwash reflector.
c. RecePtacles/coverPlates.
2. See drawings for downlights to match existing.
3. Recessed downlight below stairs.
a.LytecasterNo'1132TwithframeNo.1102T1andtwo13Watt'
twin tube, BX fluorescent lamps as manufactured by Lightolier,
Secaucus, NJ (201) 844-3000.
b. Use rapid start, 120 Volt, HPF ballast.
I. INDOOR POOL
1. From Master List:
a. Recessed downlights in wet areas.
b. Fire alarm visual signal devices.
cEP/030593 QC35/16056-6 BtD sEr o
J. CASUAL RESTAURANT
1. From Master List:
a. Recessed downlights.b. Recessed downlights with wallwash reflector.c. Strip fluorescent fixture.d. Fire alarm visualsignal devices.e. Exit lights.f. Receptacles/coverPlates.
K. PRIVATE DINING
1. From Master List:
a. Recessed fluorescent fixtures.b. Fire alarm visualsignaldevice.c. Recessed downlights.d. Exit lights.
L. HEALTH CLUBAREA
1. From Master List:
a. Recessed fluorescent fixtures.b. Recessed downlights in wet areas.c. StriP fluorescent fixtures.d. Eggcrate louvers.e. RecePtacles/coverPlates.f. Smoke detectorffire alarm signal device.g. Exit lights.
M. PUBLIC TOILETS
1. From Master List:
a. StriP fluorescent fixtures.b. RecePtacles/coverPlates.
a cEp/o3ose3 QC35/16056-7 BID SET
N. ELEVATOR LOBBY (SKr RENTAL)
1. From Master List:
a. Recessed fluorescent fixtures.b. Exit light.c. Receptacles/coverplates.
o. coRRlDoRs
1. From Master List:
a. Recessed downlights:l. At vestibule next to indoor whirlpool room.ll. At LevelTwo.b. Exit lights.c. Strobe lights:L At LevelTwo.ll. At North and South Corridors next to Luigi's.
2. Surface mounted fluorescent fixture in vestibule at North and South
Corridors next to Luigi's:
a. Lumironde No. 6731\ /H with two, twin tubes, 9 Watt, BX
fluorescent lamps as manufactured by Lightolier, Secaucus, NJ
(201) 864-3000.b. Use rapid start, 120 Volt, HPF ballast.
P. RECESSED LIGHTING AT DISPLAY CASES
1. Lytecaster No. 2005 with frame No. 2000LV and 50W MR16 Flexn Lamp
as manufactured by Lightolier, Secaucus, NJ (201) 864-3000.
2. Set 6" back from front of case at t 3'-0" o.c.
END OF SECTION
cEP/o30593 QC35/16056-8 BtD sEr ]
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Occupancy:
Type Construction:
Type Occupancy:
REOIJESTS FOR II{SPECTIONS SHALL BE
Send Ctean-Up Dcposit To: IIARRIoTT
NOTE: THIS PERMIT MUST BE POSTED
ADD/ALT COMM BUILD PERMT
ON JOBSITE AT AI,L TIMES
Permit #: 895-0133
Job Address:Location...:
Parcel No..:Project No.:
715 W LIONSHEAD CR
COMMON AREAS
2L0L-072-07-001
PRJ95-0085
ISSUED0s/$/tee5
o6/02/ree5
Lt/2e /tee5
Status. . .
Apptied..
Issued. . .
Expires..
APPLICANT COLORADO HOTEL MANAGEMENT' INC.
1253 SPRADDLE CREEK RD, VArL, co 81657
CONTRACTOR COLORADO HOTEL MANAGEMENT, INC.
1253 SPRADDLE CREEK RD, VArt, co 81657
OWNER HMC ACQUISITION PROPERTIES INC
10400 FERNWOoD RD, WASHTNGTON DC 200L2
Description:
RENOVATION OF INTERIOR
A3 A3
II l-HR Tlpe II l-Hour
925,000 Add Sq Ft:
Phonez 303-479-97L5
Phonez 303-479-97L5
Valuation:
Fi reptsce tnformation: Rest ri cted:flof Gas Apptiances:dof Gas Logs:#of l,ood/Pa t tet:
FEE SU ARY frr*#*#*ffirr'ffi*ffi
Bui f,ding----) 1,O4O.W Restuarant Ptan Reviev--) .00 Totll Catcutated Fers---> 7,119.N
itan cnlck---> 2)626-CD DRB Fee-------
tnvestigation> .oo Rccreation Fee----------> .00 Totlt Pcrnit Fee--------> l'119.@uirr carr----> 3'oo ij;;l-i!,3:3::I-:--:-:l ,.1i3:s :ivJii:"il:::---:-::::l 7'41e'.@
Ite.m: .05100 BUILDING DEPARTMENT Dept: BUILDING Division:
0610211995 DAN Action: APPR06'/02'/1995 DAI] ACTiON: APPR OKAYED PER GARY MURRAIN- -.II,CM:,.05400 PI,ANNING DEPARTMENT DCPI: PLANNING D]-VIS].ON:06/01/1995 GEORGE Action: APPRii'"ii'65660-FiHn-pepARrMeNr ---- Dept: FrRE Division:
O6/02/L995 DAI{ ACIiON: APPR OKAYED PER GARY MURRAIN
Itb.m:'-05500 PUBLIC WORKS Dept: PUB WORK DLvl-sl-on:
06/02/L995 DA\I Action: APPR
See page 2 of this Document for any conditions that may apP1y to thiE permit.
DECLARATIONS
I hcrcby acknonl,edge thlt t have read this apptication, fil,l,cd out in tutl thc information requi red, compl'eted an sccurate p[ot
ptan, a'nd state thit atl the inforption ppoiided as requi red is correct. t agree to.conpty uith thc infornation and ptot-Ptan,
to c6npty vith aLt Town ordinances and stite [aus, and io buitd this structure according to the Tovn's zoning and eubdivision
codcs,-disign reviev approved, Uniforn Euil,ding code and other ordinances of the foun rPpticabtc thrfcto.
oL 5t/
L'z-"lg
ry/f.00 /'1,('-
OFFICE FRON'I
****************************************************************
TOWN OF VAIL, COLORADO Statemnt****************************************************************
Statemnt Number: REC-0028 Amount:7,4L9.0O o6/O2/95 L2225INit: MMCPayment Method: CK Notati-on:
895-0133 Type: A-COMM ADD/ALT COMM BUILD P
zLOL-072-O?-00L
715 W LIONSHEAD CR
COMMON AREAS Total Fees:7,4L9.00 Total ALL Pnts:
Balance:
****************************************************************
Permit No:
Parcel No:
Site Addrees:
Location:
This Payment
Account Code
01 0000 41310
01 0000 41332
01 0000 22002
01 0000 4L336
7,4L9.00
7,4L9,0O
.00
Description
BUILDING PERMIT FEES
PIAN CHECK FEES
CLEANUP DEPOSITS
WIIL CALL INSPECTION FEE
Amount
4, 040 . 00
2 ,626 .0O
7s0 .00
3.00
NOTE: THIS PERMIT MUST BE
ADD/ALT COMM BUILD
JOBSITE AT ALL TIMES
Permit #: 895-0133
POSTED ON
PERMT
Job Address:
Location. . . :
Parcel No..:
Project No.:
715 W LIONSHEAD
COMMON AREAS
2L0L-07 2-0 7-001
PRJ95-0086
Status.. . : ISSUEDApp1ied..: 0s/L5/L995tisued...: 06/02/1995Expires..: lL/29/t995
CR
APPLICANT COLORADO HOTEL MANAGEMENT, INC.
L253 SPRADDLE CREEK RD, VATL, CO
CONTRACTOR COLORADO HOTEL MANAGEMENT, INC.
1253 SPRADDLE CREEK RD, VAIL, CO
OWNER HMC ACQUISITION PROPERTIES INC
10400 FERNWOOD RD, WASHTNGTON DC
Description:
RENOVATION OF INTERIOR
816s 7
8165 7
200L2
Phonet 303-479-9715
Phonet 303-479-97L5
OccuPancy:
Tlt)e Construction:
Type Occupancy:
A3
Type
A3II 1-HR If l-Hour
Valuation:
FireDtace Infornation: Restricted:
925,000 Add sq rt:
flof Gas Apptiances:fof Gas Logs:#of Hood/Pat tet:
ffi#**j'"Hrt *ffir** FEE SUl.ll.lARY
Bui tding----)
Ptan Check--->
Invcstigrt ion>
l,i l,L cat t--->
4,040.00 Rcstuarant Ptsn Rcviev-->
?,626.@ DRB tec--------
.00 Recrcation Fer--------->
3.00 cteen-Up Deposi t-------->
TOTAL F EE S----------:--)
.OO Total, Cltcul,at.d Fers---> 7'119.@
.m Additionat Fees-------> -00
Totat Permit F!e-------->7 ,119.N7,419.n750.00
7 .419.W,419.W BALANCE DUE----
Ire,m: .o51OO BUILDING DEPARTMENT DePt: BUILDING Division:
06/02/1995 DAN Actlon: APPR
6E;70271995 DAN Action: APPR OKAYED PER GARY MURRAIN_ii'ei:' o54oo-ir-rhNu:NG--tEFARi!{ENt- ------- Daptj PLANNTNc Division:05/Ol/199s GEORGE Action: APPR
ii'".il;'.05-6oo -Fiiie-oepARrMnlit -- - - Dcp!-i -Lr-B-E- --- Division:
66762/t995 DAN Action: APPR OKAYED PER GARY MUBRAIN-- -.itbm:'.ossog PUBLTq woRKS DePt: PUB woRK Divis1on:06/02/I99s DAN Action: APPR
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknovtedge that t have r.ad this application, fil,l,ed out in futl, the infornation required, conPteted.an accurate Ptot
ptan, and statc thit ltt thc inforption pro;ided as required is correct. t agree to-colpl,y vith the in{ornation and.ptot-p[an,
to c6npty vith att Tovn opdinlnces and stlte tavs, and do build this structurc according to thc ToHn'3 zoning and subdivision
codcs,'dirign review approved, uniforo BuiLding code and oth.r ordinancts of th. Town appticablc thereto.
scnd ctean-Up Deposit To: IIARRIoTT SIGNATURE OF OgI{COIITRACTOR FOR HT SELF AND OIINER
r***************************************************************
TOWN oF VAIL, COLORADO Statennt
****************************************************************
Statemnt Nurnber: REC-O028 Amount:'t,4L9.00 06/02/95 L2:25Init: MMCPalzment Method: CK Notation:
895-0133 Type: A-COMM ADD/ALT COMM BUILD P
2L0L-072-07-001
?15 W LIONSHEAD CR
COMMON AREAS Total Fees:
7 ,4t9.OO Total AL,IJ PntE:
Balance:,****************************************************************
Permit No:
Parcel No:Site Address:
Location:
This Payment
Account Code
01 0000 41310
01 0000 4L332
01 0000 22002
01 0000 4L336
7 ,4L9.00
7 ,4t9.00
.00
Description
BUILDING PERMIT FEES
PLAN CHECK FEES
CtEA}IUP DEPOSITS
WILL CA],L INSPECTION FEE
Anount
4 r 040. 00
2 ,625 .00
7s0 .00
3 .00
NOTE: THIS PERMIT MUST BE POSTED ON
ADD/A].T COMM BUrLD PERMT
JOBSITE AT ALL TIMES
Permit #: 895-0133
Job Address
L,ocation. . .
Parcel No..
Project No.
715 W LTONSHEAD CR
COMMON AREAS
2L0L-0? 2-0 7-001
PRJ95-0086
status...: APPROVED
Applied..: 05/L5/L99sIesued...: 06/02/L995
Expires..: lI/29/L995
Phone : 303-47 9-97 L5
Phonez 303-479-97t5
BUILDING Divieion:
MURRAIN
PI-,ANNING Division:
FIRE Division:
MURRAINPUB WORK Division:
APPLICANT COLORADO HOTEL MANAGEMENT, INC.
1253 SPRADDLE CREEK RD, VAIL, CO
CONTRACTOR COLOR,ADO HOTEL MANAGEMENT, INC.
1253 SPRADDI-,E CREEK RD, VAIL, CO
OWNER HMC ACQUISITION PROPERTIES INC
10400 FERNWOOD RD, WASHTNGTON DC
Description:
RENOVATION OF INTERIOR
815s7
81657
2001.2
.00 Totat Pernit Fee-------->750.00 Payments-------7,419.OO BALANCE DUE----
Occupancy: A3
Tlpe Construction: II l-HR
Type Occupancy:
A3
Type II l-Hour
Valuat,ion:
Fireptace Information: Rest ri cted:
925, 000 Add sg Fr:
#of 6as Appt iances:fof Gas Logs:fof Iood/Pa L Let:
FEE SUIIIIARY
8ui Lding----->4,04O.m Restuarant Ptan RevieH-->.00 Tota I ca[cutated Fres---> 7,419,W
Ptan check---> 2,626.00 DRB FcF----------------> .00 Additionat Fees--------->.m
7 ,419.W.m
7,419.W
Investi gation>
lli Lt caL t----)
.00 Recreation FcF-------->5.00 Ctcan-Up Deposi t-------->
TOTAL FEES_---
Item: 05100 BUILDING DEPARTMENT06/02/7995 DAN Action: APPR06'/02'/L995 DAllt Action: APPR OKAYED PERItbm:' 05400 PLANNING DEPARTMENT06/OT/L995 GEORGE ACIioN: APPRIt,em:' 055OO FIRE DEPARTMENTO6/O2/L995 DAN Action: APPR OKAYED PERIt'em:',05500 PUBLIC WORKS06/02/L995 DAN Action: APPR
Dept:
GARYDept:
Dept:
GARYDept:
M
See page 2 of this Document for any conditions that rnay apply to this pernit.
DECLAF.ATIONS
I hcrcby acknoutedge thrt I have read this appl,icltion, fitl,cd out in futl thc inforration requircd, corplctcd an accurat! Ptot
pLen, aid state that att thc infonmtion provided as required is correct. I rgree to compl,y t{ith thc infornstion and.p[ot.ptan,
to conpty vith att Toun ordinances rnd strte tavs, and to buitd this structure according to thc Tovn's zoning tnd subdivision
codes, design revian approved, llniforn Buitding Codc and other ordinances of the Tovn appticabte thereto.
REOI'ESTS FOR INSPECTIOI{S SHALL BE IIADE
Scnd cl,can-Up Dcposit To: }IARRIoTT
TT,ENTY-FOUR HOURS IN ADVANCE 8Y TELEPHO}IE AI 479-213E OR AT OUR OFFICE FROII E:OO A}I 5:M P}I
SIGNATURE Of OgI{ER OR COTITRACTOR FOR HI'ISELF AI{D OIII{ER
********************************************************************************
CONDITIONS
Perrnit *: 895-0133 aE of 06/02/95 Statue: APPRoVED
****************************************************!r***************************
Permit Type: ADD/Ar,T coMM BUrLD PERMT Applied: o5/L5/.L995
Applicant: COLORADO HOTEL MANAGEMENT, INc. Is6ued: 06/02/1995
303-479-97Ls To Expirez LL/29/L995
Job Address:Location: COMMON AREAS
Parcel No: 2LO\-072-07-001
Deecription:
RENOVATION OF INTERIOR
Conditions:1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
3. Parking areaa must be re-stripped prior to issuance of TCO f
or which an increase in parking is generated.
4. THIS PERMIT IS ISSUED UNDER THE FOLI,,OWING CONDITION:
FIELD VERIFICATION ON ALL PHASES OF CONSTRUCTION IS
REQUIRED TO VERIFY CODE COMPLIANCE,PER GARY MURRAIN
l ro*.u, ,,,
a ,"#:(-""^(;:("tr!;,p
PERI'IfT APPLfCATIoN FORM
DATE:
, APPLICATION MUST BE FTLLED
[*****************************"Pd-",rtlding fu*\t*rns &
Legal oescripti onz rnt{?Lb>Brock ririnsl
our coupr.,Er'Ly oR rr r.!Ay rWt lg'i$"*o
,**{*ltlt*****t{lltlt*** * ***
gcar $.uecnanicat [ ]-other
Adit="""t 7t,f a. ttanslk?b ?/zf(F
Architect:mMJu rTT itrt? 7=rU, R-r-z tu14-LAddress: .1
General Descriptiorfr
lvork class: [ ]-New ]ql-Alteration t l-Acrditionar.,]ffi-Repair [ ]-other
Number of Dwelling Units: /tJ Nunber of 4,cconmodation Units: 3ZS
and T11pe of Fireptaces: eas appliances_ cas Logs //Ug,/It Woodr/Pellet-
** ********* ** ****** *** VALUATTONS * *********************** *********
ELECTRTCAL: S OTHER: S
MECHANfCAL: $
* * * ** *** **** *** **rl*** ******eral Contractorfolo
Addressy'?
Electrical Contractor
Address: /768 e/P/
Plurnbing Con
Addresszl??o
Mechanica
Address:/
BUTLDING PERMTT FEE:
PLI'MBING PERMIT FEE:
I,IECHANICAL PERMIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
IACIOR INFORIIATION ****** *** ** ***** !t*** ** * * jr !r !r
!f,/?A=qry,"{- Toh'r of Vail Reg. tto?/8'Ephone Number: f2e-
TOTAL:@
-€
4-P
8z-z-6
trt
Town of Vail Reg.
Phone Number:
********************************Q?a -FoR oFFrcE UsE **************9f*t**
of Vail
one
Town vail Reg. NO
Ph Nurnber:
BUTLDTNG PIAN CHECK FEE:PLWBING PIAI{ CHECK FEE:
I.IECHANICAL PIAI{ CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
.P
****
BUILDING:
BUTLDTNG:
STGNATTJRE:
ZONING:
SIGNA
vi.i'p.lta#iflZCI.E,ATT I'P DEPOSIT RSFTND
/,p/1c0 , 8uf7
C/rt<e'' .^hT/t,' 1rc >y){lL
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A "PUBLIC WAY PERMIT'tS REOUIRED
l
?
TO:
FROM:
DATE:
RE:
NO
X
-V
.Y
Y
1)
2)
Job Nam
Date:
Please answer
ls lhis a new residence?
ls demolition work being performed
that requires the use of the right
of way, easements or public property?
ls any ulility work needed?
ls lhe driveway being repaved?
ls different access needed to siie
other than existing driveway?
ls any drainage work being done
atfecting the right of way, easements,
or pu.blic property?
ls a'Revocable Right Of Way permit'
reouired?
/P/t R6orf
following questionnaire regarding the need for a'public way permit":
YES
3)
4)
5)
6)
.-<
,Y7)
8) A. ls the right of way, easements or
public property to be used for staging,
pafting or fencing?
B. lf no to 8A, is a parking, slaging
or lencing plan required by Community
Development?
!f_V9u- algwered yes to any olthese questions, a 'Public Way permit" must be obtained.?ublic Way_ Permit' applications may be obtained at the Public Work's otfice or atCommunity Development. tf you have any questions please call Charlie Davis, the Townof Vaif Construction lnspector, at.4T9-21icf,.
I have read and answered allthe above questions.
rV4aaoTft V44 moW/rt PSWV
Job Name Conlradofs
tfi '9s"
1
PUBLIC WORKS PERMIT PROCESS
How it relates to Building Permits:
1) Fill out our check list provided with a buildino oermit aoolication.lf yes was answered to any of the above questioni ttren-a "Public Way" is
required. You can pick up an application at either community Developmeni
located at 75 S. Frontage Road or Public Works, located at 1309 Vail Valley Drive.
2) Notice sign offs for utility companies. All utilities must fietd verify (tocate)
respective utilities prior to signing application. Some utility companies iequire up
to a 48 hour notice to schedule a locate.
3) A construction tratfic control/staging plan must be prepared on a separate sheet
of paper.An approved site plan may also be used. This plan will show locationsof all traffic control devices(signs, cones, etc..) and the work zone, (area of
Construction, Staging, etc..). This plan will expire on Oct. 1Sth. and will need to
be resubmitted for approval through the winter.
4, Sketch of work being performed must be submitted indicating dimensions (length,
width & depth of work). This may be drawn on the traffic controt ptan oi a liteplan for the job.
5) Submit completed application to the Public Works's office for review. lf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the morning but, may require up to 4g houis to perform.
6) The Public Work's Construction lnspector will review the application and approve
or disapprove the permit. You will be contacted as to the siatus and any thai may
needed. Most permits are released within 48 hours of being received, 6ut ptease
allow up to one week to process.
7) As soon as the permit is processed, a copy will be faxed to community
Development allowing the "Building Permit" to be released. Please do not confusi
the "Public Way Permit" with a "Building Permit" to do work on a project itself.
NOTE:
] Jh9 gbove process is tor work in a pubtic way onty.* Public Way Permlts are vatid onty until NovemUer iSttr,'A new Public way permit is required each year if work ls not complete.
cd/pYvay
75 South Frontage Road
Vail, Colorado 81657
303 -479-2 I s E / 479-2 I 39
FAX 303-479-2452
Department of Comnruniry Deve lopment
If,FORUArIOl{ TEEDED TIHEIf A"PPLTII|C FOR A }IEclletTCAL PERI{IT
1.
2.
HEAT LOSS CALCULATIONS.
TO SCALE FLOOR PLAN OF MECHANICAL ROO}! WITH EQUIPMENT
DRAWN IN TO SCALE, WITH PHYSICAI DIMENSIONS AND BTU
RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM.
sHow sIzE AND LOCATION OF COMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPMENT WILIJ ALSO BE INSTALLED IN
MECHANICAT ROOM.
3.
4.
FNILURE TO PROVIDE THTS TIIFORI{ATIOI{ WILL DEI,AY TOUR PERMIT.
lnwn
75 toulh lrcntrgc rord
wll, colorrdo 81657
(303) 47S2r38
(303) 47$439
otfice ot communlty development
NoTIcE To coNTRAcToRs/o!{NER BUTLDERS
Effective June 20, r99r, the Town of vail Building Department hasdeveroped the forlowing procedures to ensure that new constructionsites have adequately estabrished proper drainage from buirdingsites along and adjacent to Town of vail roads of streets.
Tbe Torrn of vail public works Department will be reguired toinspect and approve drainage adjacent to Town of vail roads orstreets and the installation of temporary or perr[anent culverts ataccess points fron the road or street on to tle constructi.on site.such approval must be obtaineci prior to any request for inspectionby the Town of vail- Buildi-ng Department for ro-otings or Eemporaryelectrical or any other inspection. please carl 4'79-2160 t;request an inspecti-on from the pubric works Department. Allow ami-nimum of 24 hour notice.
A1so, the Town of Vail pubric i/^torks Depart,ment wil-L be approvingarr final drai-nage and culvert i-nstarration with resulting roa6pat'ching as necessary. such approval must be obtai ned nri.rr r.rFjnal. Certificate of Occupancy issuance.
To.review Ordinance No. 6 in fuIl,Vail Building Department to ottiincooperation on this natter.
75 soulh trontagc rord
Y!il, colorrdo 81857
(303) 479-21.38 ot 479-2L39
ackn ledged by:
please stop by the Town ofa copy. Thank you for your
TO:
FROM:
DATE:
SUBJECT:
otflce of communlty devclopmcnt
ALL CONTRACTORS CURRENTLYL REGISTERED I{TTH TIIETOI{N OF VAIL
TOWN OF VAIL PUBLIC WORKS/COMMINITY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & I,IATERIAL STORAGE
rn summary, ordinance No. 6 states that it is unlawful for anyperson to litter, track or deposia ;il-";irl-rJii, sand, debrisor material, incruding trash aurnpsters, portabre toilets andworknen vehicres. upon any streetl "i;;;"ii;-Iir^Iv or pubLicprace or any porti-on theieof.--rt" right-oi-"ay i' alr Town ofvait streets and.:g"g= i= "lpr"*ir.t"iv-s-it]'iri pavemenr.This ordinance ,ill b".;r._i;iiy-lnforced by the Town of VailPubLic works Department. pers6ns tou'a-vl6r#i"; this ordinanceviLl be given a 24 hour ".ia;;;";otice to renove-said naterial.rn the event the person so notified.does not eomply with thenotice within the-24 hour.tir.-=p""ified, the pullic worksDepartment wilr remove said mate;i;i-;;-ih;":d;"e or personnotified' The provisions "t-iiri= orctrnance shall not beapplicabre to c-onstruction, mainienange g-r repair projects ofany street or alley or any utilitres in the right_a_way.
Drnesz-orrn€tnrdzn€
Date
?,s/q r o Project (i.e. contractor, owner)
lnwn
o
75 routh trontrgc rold
rtil, color.do E16S?(303) 479-2L38 or 479-2L39 offlce of communlly dcvclopmcnl
BUILDING PERI.IIT ISSUANCE TIME FRAI,IE
If this peryrlt requires a Town of Vail Fire Departnent Approval,Ensineer ''s (Publ i. ftf l_leview and .pb"ou.i]"i iiiiiiil|'beparrnenrreview or Health Departmint review, anl'a-""uie; ;i-il;;"driroin9
lsri[HE.j;"ll: "'.t'.ted time ror'a-iotar ;ili;*;r;"ia[!'"s r6ns
All conrnerc-ial (rarge or sma't) and alr murti-famiry permits wir.rhave to follow the ibove menti6nea-maximum requirements. Residentiarand small projects should take a iesser amount of time. However, ifresidential or smarler.projects impaii the various above mentioneddepartmeflts with reqard to-necessai^y ""ui"*, these proje.t.'#!"="also take the three week period.
Every.attempt wr'il be made by this departnent to expedite thispenni't as soon as possible. -
I:-jl. undersigned, understand the plan check procedure and timetrame.
Cormuni ty Devel opment Departrnent.
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NOTE: THIS PERMIT MUST BE
ADD/ALT COMM BU]LD
AVIATION INDUSTRIAIJ
715 WEST LIONSHEAD CIRCLE, VAIL
M_K CORPORATION T KAISER MORCUS
7L5 WESI LIONSHEAD CIRCLE, VAIL
JOBSITE AT ALL TIMES
Job Address: 715 W LIONSHEAD CRL,ocation... : FIRST FLOOR, MARRIOTParcel No.. : 2LO7-072-07-001
POSTED ON
PERMT
co 81657
co 81"657
Add Sq Ft:
fof Gas Logs:
Permit #:
Status..
RESoAppIied.
Issued. .
Expiree.
895-00 34
#Of Hood/PaL l,et:
APPLICANT
OIINER
Description:
ELEVATOR EXITWAY
Occupancy: 82
Type Construction: If FR
Type Occupancy:
Valuation:
Fireptace Information: Restricted:
B2
Type II Fj-re Resistive
*******tlr*ffiffi*****t*H*ffi*ffi FEE SUlll,lARY *ffiffi*******ffiffi*****trffi
14,000
dof Gas App[ iances:
Restuarant Ptan Revi cl.-->
DRB Fee--------
Recneation Fce--------->
C Lean-Up Deposi t-------->
TorAL FEEs---------a----->
.00 Total catcutatrd Fees--->
.00 Additional Fees--------->
Totat Pernit FeF------->
Bu'i Ldi ng----->
PLan Check--->
Invest igation>
tlitL caL l,---->
165 . 00
120.?5
.m
3.00
406.25
.@
t08.25
40E.25
BALANCE DUE----
ffirrJrffirfr#rffi*trff**ffi *****t*ffi**ffi ffi tfffiitrtffir*
ITem: 051OO BUILDING DEPARTMENT02/20/T995 TRYNIS ACtiON: APPRIT,en:, O54OO PLANNING DEPARTMENT02/20/1995 TRYNIS Action: APPRIT,en:, O56OO FIRE DEPARTMENTItem: 05500 PUBLIC WORKSItem: O57OO ENVIRONMENTAL HEALTHItem: 05900 LIQUOR
***#r**itffi*)Hr****t***|H*:Hr*lrir**trt**ffi*ffi*ffi***ffi********trt*tnfrrrrJnttrir****Jntfirt***ffrff*ffitrir**ftr**t***fffr*ffit***rff
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknoHtedge that I have rcad this appl,ication, fil,Led out in ful,l, the information requi red, cornpteted an accurate ptot
ptan, and state that atl the infornation provid€d as required is correct. I agree to compLy rrith the 'information and pl,ot pl,an,
to comp[y ]rith atl, Toun ordinances and state [aws, and to buil.d this structure according to the Tovn's zoning and subdivision
code9, design reviev approved, Uniform Buitding code and other ordinanccs of the ToHn appLicabte thereto,
REQUESTS FOR INSPECTIONS SHALL BE }IADE
Send C Lean-Up Deposit To:
.00
100.00
t&8.?5
Dept: BUILDING
TT Dept: PLANNING
TT Dept: FIREDebT: PUB WORKDebT: HEALTHoept: CLERK
Division:
Division:
Division:Division:Division:Division:
TI,ENTY-FoUR HoURS IN ADVANCE BY TELEPHoNE AI 479-213E 0R AT oUR oFFICE FRol{ E:00 Al,l 5:00 P
SIGNATURE OF OIINER OR CONTRACTOR FOR HIIISELF AND OTINER
o
. *** **** ******* ********* * i* * * * * * * * * * ; * * * * * * ***** * ** **** ******************* *** * ****
CONDITIONSPermit *: 895-0034 as of 02/28/95 Statue: TSSUED**********************tt*************************************************t********
Permit_Tlpe: ADD/ALT coMM BUTTJD pERl{T Applied: oZ/L4/L99sApplicant! AVIATION INDUSTRIAL Ieeued: o2/24/L995
To Expire: oE/23/L995
,fob AddreEs:Location: FIRST FLOOR, MARRIOT RESORTParcel No: 2101-072-07-001
Description:
ELEVATOR EXITWAY
ConditionE:
t'. t *'
i,o
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
303-47e-2 I 38 / 479-2 I 39
FAX 303-479-2452
APPTICANT AVIATION INDUSTRIAL
715 WEST LTONSHEAD CTRCLE, VAIL CO 81657
OWNER M_K CORPORATION T KAISER MORCUS
715 WEST LIONSHEAD CIRCLE, VAIL CO 81657
Description:
ELEVATOR EXITWAY
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Job Address: 715 W LIONSHEAD CR Status...
Location... : FIRST FLOOR, MARRIOT RESOApplied. .
Parcel No..: 210I-072-07-001 Issued.. .
Expires. .
APPLIED
02/r4/Lee5
*****ffr***t*ffi*ffi***t#**#*ffi*****tr****# FEE SUl,ltlARY **tr******t*l*#******:l************ft#*******#***
Occupancy: 82
Type Construction: fI
Type Occupancy!
. Valuation:
Fireptace lnfornation: Rest ri cted:
B2FR Type II Fire Resistive
14,000 Add Sq Ft:
fof Gas Appli ances:
185.00 Restuarant Ptan Revi ew-->
#of Gas Logs: #Of tlood/Pat tet:
Bui Ldi ng----->
Ptan check--->
Investigation>
lli Lt ca I t---->
120.25.00 Rccrcation Fee---------->
3.00 Clean-Up Deposi t-------->
TOTAL FEES-----
BUILDING DEPARTI'IENTTRYNIS Action: APPR TT
PLANNING DEPARTMENTTRYNIS ACTiOn: APPR TTFIRE DEPARTMENTPUBLIC WORKS
ENVIRONMENTAL HEALTH
LIQUOR
.00 Tota[ catculated Fees--->.00 Additional, Fc.s--------->
100.00
4U6 - Z>
406.25
.00
1W.25
@lse
*********t********ff******************#************ffi**t*t**ffiffi**rrt*******ff**********#t**#**********l*i**lr**'t**
TotaI Plrmit Fee-------->
BALANCE DUE----
BUILDING Division:
PLANNING Division:
Item:05100
02 /20 /L995Itbm:'05400
02 /20 /L995It'em:'05600Item:05500Item:05700Item:05900
Dept
Dept
DeptDebr
DeDTDept
FIRE
PUB WORK
HEALTH
CLERK
Division:Division:Divibion:Divi-sion:
*******ffi#ffi******#*********t ffi******************************Jr***************************rrtrLtrJ***!t*ffir*****ii***
see Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknoutedge that t have read this apptication, fitted out in futl, the infornation requ i red, completed an accurate ptot
p[an, and state that atl the infornation provided as nequi red is correct. I agree to compty uith thc information and ptot ptan,
to compty vith atl, Toun ordinances and state [ays, and to buiLd this structure acconding to the Tovn's zoning and subdivision
codes, design reviev approved, Uniform SuiLding code and other ordinances of the Town app[icabte thereto.
REOUESTS FOR INSPECTIONS SHALL BE }IAD€ TI'ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE
D e parunent of Community D eve lopme nt
'l');-;;;;+ lA /L n?ry^ ^, -' Trli-w- (rans#t+b crtclz
,;;1 (o' surr
pTrn ' 4'€€ SrlyDz4 'nffffffJ:frW,^i @
TOWN OF VAIL
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
75 South Frontage Road
Vail, Colorado 81657
Depart nent of Communiry Development
303-479-2138/479-2139 Job Address: 715 vt LIoNSHEAD cR
FAX s03-479-2452 Location...: FIRST FLOOR, MARRIOTParcel No. .: 2]-0]--072-07-001
APPLICANT AVIATION INDUSTRIAL
715 ViEST LTONSHEAD CIRCLE, VArr, CO 8L657OWNER M-K CORPORATION I KAISER MORCUS
715 WEST LIONSHEAD CTRCLE, VArL CO 81657
Description:
ELEVATOR EXITWAY
Status...: APPLfED
RESoApplied.. : 02/74/L995
Iseued. . . :
Expires. . :
Occupancy:
Type Construction:
Type Occupancy:
Valuation:14 r 000
Fireplace Information: Restricted: fof Gas Apptiances:
*********#*ffitrl#r#d.*****ff**#*****t**********ffi FEE SUllltARy
Bui tding-----> 185.00
B2II B2FR Type II Fire Resistive
Add Sq Ft:
fof Gas Logs:#of wood/Pa L tet:
**ir**ffi *t***********H***l***ffi **ffi ********ff ***
.00 Totat catcutated Fees---> t+6.25
Ptan Check--->
Invest igati on>
tli tt caLt---->
120.?5
.00
3.00
Restuarant Ptan Revie!r-->
DRB Fcc--------
Recr€at ion Fee---------->
CLean-Up Deposit-------->
TOTAL FEES-----
.00 AdditionaI Fces--------->
.00 Tot![ Pernit FeF------->
.00
104.?5
BUILDING DEPARTIqENTTRYNIS AcLion: APPR TT
PLANNING DEPARTMENTTRYNIS AcIion: APPR TTFIRE DEPARTMENT
PUBLIC WORKS
ENVIRONMENTAL HEALTH
I,IQUOR
Paynents-------
BALANCE DUE----
Dept: BUILDING Division:
PLANNING Division:
FIRE
PUB WORK
HEALTH
CLERK
100.00
t+W.?5
Dept:
Dept:
Debt !Debt:Dept:
Item:05100
02 /20 /Lee5It'em:'05400
02 /20 /1995Itbm:'05500Item: 05500Item:05700Item:05900
Division:Division:oivision:Division:
*#*ffi**ff*#ffi*ffiffi**********tilir****ffi***************ffiffi****fft**ffi**rHr#ffi****iffiffi*******ff*
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowtedge that I havc read this apptication, fitted out in ful,l, the infornation required, conpteted an accurate ptot
ptan, and state that att the information provided as required is correct. t agree to compty with the information and ptot pl,an,
to conpty vith att Torrn ordinances and state talrs, and to buitd this structure according to the Tonn's zoning and subdivision
codes, design review approved, Uniform Buil,ding Code and other ord'inances of the Toun applicabte thereto.
REOUESTS fOR INSPECTIONS SHALL BE IIADE TI.'ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE otFtcE tRol{
C lran-Up Deposit To:
Y; /tr,
scndc
l//ftztcc u.' - -|Un> CIICUa/t Lt- d/an a
'4elzt tv't /,4ft nesorz7
iiL, Q d s/6rr
k7rn,' 4 ee srlyDz4'
,nffffffJ:
iwi @
****************************************************************
TOWN OF VAIL,, COLORADO Statemnt****************************************************************
Statennt Number: REC-0008 Amount:
Palment Method: CK Notation z 22200094
408.25 02/28/e5 L6223Init: TT
Permit No:Parcel No:Site Addreee:
Location:
This Payment
Account Code
01 0000 41310
01 0000 4L332
01 0000 22002
01 0000 4L336
Total Fees:408.25 Total ALL, Pnts:
Balance:
895-0034 Tlpe: A-COMM ADD/ALT COMM BUrLD p
2L0L-O72-07-001
715 W LIONSHEAD CR
FIRST FLOOR, MARRIOT RESORT
408.2s
408.2s
.00****************************************************************
Description
BUILDING PERMIT FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
WILL CALL INSPECTION FEE
Amount
18s .00
r20,25
100. 00
3.00
********************************************************************************
CONDITIONS
Permit #: 895-0034 ae of 02/20/95 Status: AppLrED
****************************************************************!t***************
Permit TIT)e: ADD/ALT COMM BUrLD pERl,tT Applied: O2/L4/I995Applicant: AVIATION INDUSTRIAL Issued:
To Expire:
Job Address:Location: FIRST FLOOR, MARRIOT RESORT
Parcel No: 2LOL-O72-07-001
Description:
EIJEVATOR EXITWAY
Conditions:
I
TOWN OF VAIL
42 lVest Meadow Drite
Vail, Colorado 81657
t03-479-22t0
TO:
FRO}T;
DATE:
RE:
Vail Fire Department
MEMORANDT'U
GARY I,TURR,AIN, CHIEF BUILDING OqIIICIAL
MICHAEL MCGEE, FIRE I.{ARSnel T/MAY L1-, l-995 {-
MARRIOTT PI,AN CHECKS
we have reviewed the plans we received yesterday regarding the
proposed boiler replacenant, remodel of the pool and interior
lotions of the Marriott. we have the folLowing concerns:
1. There are two sets of plans for the pool area. Regardless,
the fenge around the pool can not obstruct fire dePartment
pedestrian access from the public street access point on Lionshead-p}ace (northeast corner of the pool deck) or pedestrian egreers from
ttre building to a Public waY.
In addition, the fire department connection for the standpipe
in the stairwell is not shown but would be obstructed by the
proposed location of the fence.
The pool fence location is not approved.
2. The whirlpool cannot obstruct pedestrian egress from the
indoor pool .
3. The plans do not indicate which boiler in which phase of-the
building is being replaced. Fire sprinkler heads and fire
detectors may need to be relocated to provide proper coverage.
Make up air has apparently not been addressed or is rrassumedrr to be
adequate.
4. sheet A 1.3 - the direction of door swing in the corridors
needs to be reviewed.
5. Fire hose cabinets shall be labeled.
6. Proposed plans do not accurately reflect the location and
number of exits from the restaurants.l7. Notes 186 and 187 on sheet A 1.5 indicate existing smoke
detectors and fire sprinkler heads are to rernain. Changes in the
ceiling may require extensive relocation, additions, and
reconfiguration of fire sprinkler heads and detectors.
r"o
MARRIOTT PI,AN CHECKS
Page 2
8. Doors in the Grand Ballroom and Pha6e L corridor should be
equipped with autornatic door hold-open devices and autonatic
closures.
9. WaIl and ceiling changes in the rest rooms may also reguire
changes in the location of fire sprinkler heads.
10. The plans indicate new strobe lights are to be installed on
the rrexistingrr fire alarrn system. Additions or changes to the fire
alarm systen are subject to reevaluation for zoning, alarm load,
back up battery capability, and related aspects. Engineered shop
drawings are required.
l-l-. Sheet A 3.4 indicates significant changes to walls, ceilings
and doors that will reguire changes to the fire sprinkler system.
In addition, the removal of some doors appears to impact
significant aspects of the TIVAC and the need to reassess fire alarn
zoning.
L2. sheets A 5.1, and A 5.2 indicate changes that will affect fire
sprinklers, fire detection, IIVAC, and zoning. The exit frorn the
elevator lobby appears to exit in only one direction.
l-3. Engineered fire sprinkler and fire alarm plans are required.
L4. The HvAc systeur needs to be assessed to deternine needed
changes in fire detection zoning.
Legal Description: I.ot Block PiIing
Address:Ph.
t &Btrss frt /gFt, Z1€/)
[ ]-New gy'1-lltt"ration t l-Adcltrional [ ]-Repair I J-orher
Oltners Name: M
Architect:
ceneral Description:
Work Class:
Number of Dnelling Units: Nutber of Acconmodation Units!
$tl"t and rlpe of Firepraces: cas Appliances- Gas r.ogs- t{oodlpelret_U
q-6+;:;;;f**;;****t'*************** vAtuArrons *********************************
i.",r-*:*:' t /,t 57o,
-Er,EcrRrcAL: !-_ orrrER: $
SLnMBrNc:rI------\--la (1)p' loa*tOAJ
Contractort 14U/frAddress:
Electrical Contractor:
Address:
Plunbing Contractor:
Address:
Mectranical Contractor:
Address:
* * * * * ****** * * * ** * *** * ** * * * * * *!r * !t FORBUTLDING PERMIT FEE:
PLUT.'BING PERUIT FEE:
}IECHANICAL PERMIT FEE:
EI.,ECTRICAL FEE:
PL ,:il';;-;:;;.;wwiINFORMATToN ****** ********
Plrone Nunber:(?h!#!fu ,:gi'r, Uf€6.U99u7'
Phone Nunber:
Town of Vail
Phone Nuurher:
Town of Vail
Phone Nunber:
Reg. NO.
Reg. NO.
/ 8{' oo OFffCE USE *** * * ********* ***** ***:r * *******
BUTLDTNG PIAII cHEcK FEg: z?m Tfu,A{PU'UBING PI,AN CHECK FEE:
OTHER TYPE OF FEE:wr[crrffi--
DRB FEE:
I'lEClIA![fce,L pLA![ CHECK FEE:
RECREA,TTON FEE:
CI,TAN-UP DEPOSTT:
IIOTAL PERI,IIT
BUILDTNG:
STGNATT'RE:
ZONTNG:
SIGNAflTRE:
CI.ETN IP I'EPOSIT IEFIIHD TO:
TO:
FROM:
DATE:
RE:
- MEMORANDUM
-ALL CONTBACTORS
TOWN OF VAIL PUBLIC WORKS
MAY g, 1gg4
WH.EN A "PUBLIC WAY PERMIT'
DEPARTMENT
IS REOUIRED
Job Name:flftazo # lfrlL /?50k7- t / lzF €6adss
.NO
//
t/
//
t/
1)
2)
YES
3)
4)
s)
6)
7)
8)
ls this a new residence?
ls demolition work being performed
that requires the use ol the right
of way, easements or public property?
ls any utility work needed?
ls the driveway being repaved?
ls different a@ess needed to site
other than existing driveway?
ls any drainage work being done
atfecting the right of way, €asements,
or public property?
ls a "Revocable Right Of Way permit'
required?
A. ls the right of way, easements or
public property to be used for staging,
pafting or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
//
It-v9u- a19yet9d yes to any of these guestions, a'Public way permit" must be obtained.'Public way Permit' appricationi may be obtained a tnJ'pubtic work,s office or atc,o.TT,r,irv Devetopmenr: Ityoq h-1v^eily questions prease
"attbn"aie Davis, the Townof Vaif Construction Inspec{or, d 47g-215f'.'
I have read and answered allthe above
ilpzrufE ltptt r?&snh-T ,-g
Job Name Codraao/s Signatu
E/e{
I puaucwav penmrpnocf
How it relates to Building permit:
1)gtmit a lication.
2)
3)
rf yes was answered to any of the above questions then a ,pubric way permit. isrequired- you can pick up an apprica'on at eirher community Deveropment,rocared ar 7s s. Fronrage Road or Floric worts, rocareo atlidJv"irvailey Drive.
Notice sign offs lor utirity. companies. Ail utitities must fietd verify (locate)respective uririries priorto signingf apptication. s";; r;iiry-;;;;nies require upto a 48 hour notice to schedule I td,iate).
A construction traffic contror pran must be nre.oale.d on a separate sheet of paper.This pran wiil show rocarions of ail tratfiJrl{rq oii+""r-r'gri,tn.., etc.) andfhe work zone, (area of construction, staging, etc.)
sketch of work being performed must be submitted indicating dimensions (rength,width & depth of work). This mav oJorawn on the traflic iontrot ptan or a siteplan for the job.
submit compreted appfication to the pubtic.work,s office for review. rf required,rocates wiil be schedured forthe rown Jivailerearicran-s
"io'ffiion crew. Thelocates are take prace in the momint, il-;"y require up to 4g hours to perform.
The Pubric work's construction Inspecior willlevrey the apprication and approveor disapprove the permit. you wiil tie coniaaeo as to thi ;ffi;;;J any changesthat may be needed. Mos permits
"rrrr."-r"o within ai n*r, JLing received,but please allow up to one week to pro""rr.
As soon as permit is processed, a
"opy
wiil be faxed to community Deveropmentarowins rhe'Buirdino p.gpir td o" i56"rli. pr""r.i;il;il.e the "pubricwav permit'wirh a "-Buiroint p"-it; riiii iork on a proje'sne itserf.
Note:
'The above process is for work In a rlght_of_way onty.
'Publlc Way permh,"
"*
'A new public Way permlt is requlred each year.
4)
s)
6)
7)
lnwn
75 touth trontlge rold
rr.ll, colortrlo 8165z
(3o3) 479-2L38 ot 479-2L39 ottlcc ot communlty dcvclopmcnl
BUILDING PERI.|IT ISSUANCE TIME FRAME
If this permi.t requi.res a Town of vair Fire Department Approvar,Engineer'.s (.publ i" !:*:l "eviern unJ'ipp"ouut,, a ptinntn!'bepa"tnentreview or Heal th Departn6nt review, -rnI' .-r"ri., fv-iiii"irit aingl!ri[*E'h"g: ""i*ted timi ro"'"-tot"r ;;;i;.-;"i"Li!'as rone
AIJ commerc_iar (rarge or sma'r'r) and a'[ mu'rti-famiry permits wiilhave to folrow the ibove menti6niJ-raximun reguirements. Residentiarand sma'll projects shourd take a-ieiilr'amount of time. However, ifresidentfal or small-9",ppj".ts lmpact'the various above mentioneddepartnents with regard' to-niCesi"ly-ieview, these projects mayalso take the three weef perioJ.
Every attempt wlll be made by this department to expedite thispermi't as soon as possible. - ev E'\ps\'r eE Ll
l:-il" undersigned, understand the plan check procedure an<t timetrame.
-/4ee
z/rsfe{
Corrnuni ty Development Department.
75 aouth trcnl.gc rold
v.ll, colorrdo 81657
(303) 479-21.38 ot 479-2L39
TO:
EROM:
DATE:
SU&'ECT:
Read
oftlce of communlty deyGlopmcnl
ALL CONIR,ACIORS CURREMCLYL REGISTERED WTTH THETOI{N OF VArL
TOWN OF VArL PUBLIC WORKS/COMMIINITY DEqEIOpttENT
l.taRcH 16, 1988
CONSTRUCIION PARKTNG & UATERIAL STOR.AGE
ledged by:
?t az <rtr-z r-r {fl & a OaZJo^(r /}/h/2J24pT
rn suurmary, ordinance No- 5 states that it is unlawful for anyperson to ritter, track or aepJsia-;t-r;irl-rJli., sand, debrisor material , including_trash t"rp=t"r=, portable toilets andworkmen vehictes. upon any streetl siaewaii];ii;y or pub15.cptace or anv porri-on trrei"oi. --ifr" righ;:;i;;-in arr rown ofVail streetl lnd-rg"g= is approi]rr"t"iv-s-i.]'iri pavenent.This ordinance will be stri;lrt"enforced by the Town of vailPublic lforks DeDartment. --p"i=lns touna "ii,r"Iirrg this ordinancewilt be siven a 24 hour r-i;;;;';"ti""-t"-;;;;;;'=.id nateriar.rn the event the person so notifr-ed.oo"=-nir-Iiiprv with thenotice within try_.21- troui tii"-=iecified, ttre puLtic worksDeparrment wirr remove said mateii"i-"i-irrJ'Ir.i#=e of personnotified. The provisi"nJ-ot-trri! orainance snirr not beapplicable to c-onstruction, ,"ir,i"r,"r,ge 9_r repair projects ofany street or alley or any'.tifiir."= in the riglrt_a-way.
To review Ordinance No. 6 in full, please stop by the Town of:3:i"::il3i"3"T[if*:lf"::""iiii" a copv. ri'ani. you ror your
.>osit
1i.e. contractor, ouner);W'---'-
lnwn
75 .outh hontlgc rc.d
Y!ll, color.do E1657
(3Gr) 47$A3E
(303) 47$2139
office of communlty deyelopment
NoIIcE To coMTRAcToRs/o!f,![ER, BUILDERS
Effective June 20, t9gl, the Town of vail Building Department hasdeveloped the following procedures to ensure that new constructionsites h_ave adequately established -p_roper d.rainage rrom uu:-iJ:.ngsites along and adjacent to Town of vail roads of streets.
The Tonrr of vair pubric works .Department rirr be required toinspect and approve drainage adjacent to Town of vair -roaas orstreets and the installation of temporary or peEmanent curverts ataccess points from tbe road or street on to tle construction site.such approval must -be o.btained prior to any reguest for i_nspectionby the Town of vail Building Department for footings or temporaryelectrical or any. other inspection. prease -"itr 4].g-zi6o t'orequest an inspection from the public works Department. A110w aninimum of 24 hour notice.
Arso, t.he Town of Vail pubr-ic works Department wir.I be approvingall final drainage and cur-vert instaliation with resurting roadpacching as necessa-ry. such approvar. rnust be obtainea prloi-ioFj.nal Certificate of Occupancy iisuance.
\/ {t,
/'\\\ t i )
MARRIOTT'S
Vilt [,|ililtlTtlil{ flilt1flI'
Lcc Snyder
Direclor oJ Et;giteei.nq
71.5 Wtsl Liottshead (irck . VaiI, Colorado E1657
Q03) 479-6979, l;ax (30.t) 476-1647
r
TOIIN OFVAIL
75 South Frontage Road
Vail, Colorado 8.1657
303-479-2t 38 / 479-2t 39
FAX 303-479-2452
De parnne nt of C omnwtiry D e ve lo pnre nr
TilFORIIAIfIOf, XEEDED !|ltEr AFPLIIf,O FOR E UECIIIIIICAL PERIiII
1. HEAT LOSS CALCIILATIONS.
2. TO SCALE FLOOR PLAN OF MECITA}IrCAL RooM WIIH EQuIPI'{ENTDRAIIN rN To scALE' l{rrll PHYsrcAl DrMENsroNs AND BTURATINGS OF ALL EQUIPI,IENT IN !.IECHANICAL ROOM.
sHow SIZE AND LOCATION OF COIIBUSTION AIR DUCTS, FLITES,VENT CONNECTORS AI{D GAS LINES.
NOTE WHETHER EIJEVATOR EQUIPMENT WILL ALSO BE INSTALLED INMECHANICAI ROOM.
FlrLtRE ro PROVIDE gtrrs rrFoRltttrott wu.rJ DELAT roUR pERttr!.
3.
4.
Plan Review Based on
the L99L Uniform Codes
NAME: MARRIOTTEXITWAY DATE;2-|+95
ADDRESS: 715 LIONSIIEAD CONTRACTOR: AVIATION IND
VAIL,COLORADO ARCHITECT:NONE
OCCUPANCY: B-2 ENGINEER: NONE
TYPE OF CONSTRUCTION: 1l-FR PLANS EXAMINER: DAN STANEK
CORRECTIONS REQTIIRED
The items listed below are not intended to be a complete listing of atl possibte code
requirements in the adopted codes. It is a guide to selected sections of the codes
The following is not to be construed to be an approval of any violation of any of the
provisions of the adopted codes or any ordinance of the Town of Vail.
;r4 rrne DEeARTMENT AppRovAL rs REeUIRED BEFoRE Al.ry woRK cAN BE' STARTED.
2. THIS PERMTT IS GOOD FOR AN FIRE EGRESS CORRIDOn'" Ot[-v.
vz, FTFJ-D TNSPECTIONS ARE REQUTRED TO CHECKFOR CODE COMPLTANCE.
4. A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE ANY STRUCTUAL
CHANGES BEFORE A FRAMING INSPECTION IS APPROVED BY TOV.
;i/vrx-nurroN rs REQTJTRED AS pER sEc 705 oF TTrE 1991 IJBC.
6. ALL PENTETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED
WTIH AN APPROVED FIRE MATERIAL.
ri
\,
vtl
sI
*{t
I
€r
t:!;.!
I\l \rl \
at
'i: i
j.l
:.'i
trtritgiii t$$fftr#f*iui:H
*Dept: PLANNING Division:
Division:
lJ-l v+s+on:
ul_v j s+on :UIVISION:
DePt:Debt:Debt:Dept:
FTREPUB WORK
HEALTH
CLERK
CHECK REQLIEST
PREPARED BY:DATE: 3 /r
\IENDORNUMBER:
DESCRIPTION OF EXPENSE:CLEAN UP DEPOSIT A?s--uo'NAME OFJOB:t s /- ,/=t oi
ACCOIINTNUMBER: 0t OOOO 22002
AMOUNT OFREFUND;4 /o o. oo
DATEAPPROVED:
APPROVAL SIGNATURE:
See Page of this Docunent ror any conditions that may appfy to this permit.
DECUIRATIONS
i:::,jfuii!i!:'f;:; :ii',i.'i#"i;:1,:l';":lijlj"jl"l:,llljfl.,l"l"ll"ll, in;";3j":9,*. required. conp(eted an accurate prot:il:l'ili;;^.:il"J':;,::::;:"m'il; i::i;,jitr:""'"i;"ml."mjii:*{;::iill'd.Ti:1il+:i!i:trffi:it :t*-?i?i,3iil,
REOI'IESTS FOR IIISPECTIONS SHALL 8E }IADE TI.IENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-?13EOR AT OUR OFFICE FROII 6:00 A 5:M P
Send Ctean-Up oeposit To:sroNAruREoro@
o
NoTE: THIS PERMIT MUST BE PoSTED oN JoBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit, #: 895-01'31
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX970-479-2452
APPLICANT
CONTR,ACTOR
OWNER
Job Address:Location...MARRIOTT
Parcel No. /:Project No
NORDSIEK ELECTRIC INC.
P.O. BoX 2479, GLENWOOD SPRrN
NORDSIEK ELECTRIC INC.
P.O. BoX 2479, GLENWOOD SPRIN
HMC ACQUISITION PROPERTIES INC
LO40O FERNWOOD RD, WASHTNGTON
Department of Community Development
CR Status...: ISSUED
Applied. . : 06/08/.L995
Issued. . . : O6/08/1'995
Expires..: L2/05/1995
L EAD
Additionat f ecs--------->
TotaI PerDit Fee-------->
Paynents-------
BALANCE oUE----
Phonez 97Q-945-2366
Phonez 970-945-2366
.@
53.00
55.00
.00
8160 2
81- 60 2
DC 20012
Description:
WIRING REPLACEMENT BOILER
Valuation:2, 000 . 00
***ti*tl*tik*i**rr*-f,t****ttffr**********t****ti************** f EE SUI'lltARy **t*******t*i***ft****ff*ff***ff***ffi*****tr*************
Total. Ca|cul,ated Fees---> 55.00E[ectrical,---> 50.00
DRB Fee
lnvest igation>
tJi Lt cat l'---->
TOTAL FEES--->
.00
5.00
53.00
**t*rrrrtfrrffi****fft******ff*ffi**t*t********t*****tff**i#**********t***ffi*******************i******ff**ff**************lr'rtfi**
Dept: BUILDING Division;Item: -05100 BUILDING DEPARTMENT-
06/d8/L995 DAN Action: APPR
******f,**l****t**Fr*rf,#ffif,f,t**t*r***t***********t******************t*****************t******ff**ffi**********ff*****t*****ff**
CONDITION OF APPROVAL
*****fi***********tt***ft*rffi****t****t**it***********t*t*****i****ttft*****t**i*******tt***********t*ffi**ffi***************
DECLARATIONS
I heneby acknoutedge that I hav! read this appl,ication, fitted out in ful,l, the infornation required, conpteted an accurate Ptot
pt"i, ,'r,O state thit att tha infornation proiriaeO as required. i_s corrcct. I agree to conpty uith thc inforistion and plot ptan,
to conpty vith au, Toyn ordinances and stlte [avs, rnd io buitd this structure according to the Toun's zoning and subdivision
codes,'d'esign revicv approved/ uniforn Euitding code and oth.r ordinances of thc ToHn lppticabte thereto.
REOIJESTS FOR INSPECITONS SHALL SE }IADE TUENTY-TOUR HOURS IN ADVANCE BY TELEPHONE oFFICE FRoll 8:00 A 5:0O Pl'l
210l-072-07 -0
PR.Ig5-0086
Ar 479-21t8 0R AT OUR
{S *rn""tor*o
TOWT,I OFVAIL
75 South Frontage Road
VaiL Colarado 81657
970-479-213V479-213e
FAX970-479-2452
APPLICANT
CONTR,ACTOR
OWNER
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT AI,L TIMES
ETECTRICAL PERMIT Permit #: 895-0131
Department of Community Development
Job Address
I-,ocation. . .
Parcel No..
Project No.
Status...
Applied. .
Issued. . .
Expires. .
ISSUED
o6/08/Lee5
o6/08/Le95
12/05/7995
715 W LIONSHEAD CR
MARRIOTT
2L0L-07 2-07-001
PRJg 5-00I6
NORDSIEK ELECTRIC INC.
P.O. BOX 2479, GLENWOOD SPRrN
NORDSIEK ELECTRIC INC.
P.O. BOX 2479, GLENWOOD SPRIN
HMC ACQUISITION PROPERTIES INC
10400 FERNWooD RD, WASHTNGTON
Phonez 97O-945-2366
Phone ; 97 O-9 45-2366
53.00
.00
53.00
53.00
.00
81602
81602
DC 20012
Description:
WIRING REPLACEMENT BOILER
t****t***tiffi ************#***************t***************
E lectri cat--> 50.q)
DRB t."
Valuation:2, 000 . 00
tEE SUt4ttARY **************#******************t*********ffi***t***t**
Investigation>
9i tt calt---->
TOTAL FEES--->
.00
5.00
53.00
Tota I catculated Fees--->
Additionat Fees--------)
Totat Permit Fee-------->
Payrentg----------->
BALANCE DUE----
******i**************f****r****ff**t****t*****ff******************t**********************************************************t*
Dept: BUIL,DING Division:
********t*tkr***tt*tf,trf*rr.t*t***t******rt*r******t********t**H*****t*t*****t****t*******r******ii********H*ft**********ffi*ff
CONDITION OF APPROVAL
********ff****t*i*****************t***********ff*t***********i*************************t*************f,t*t****'r**f***************
rtem: 05100 BUTLDTNG DEPARTMENT-06/06/isss oaH Action: APPR
DECLARATIONS
I hereby acknoytedge that I have read this spptication, fil,ted out in ful,t the inforaration required, conPteted rn aecurate ptot
pt"n, -i'na-
"t.t" tfrit.tt the infornation prou'iOcd as requircd. i.s correct. .t agree to.conpty trith the inforration and ptot Pl'8n,
i;-;6,ptt *iit-.it Tovn ordinanccs ina stLte [avs, and io buitd this structure according to the Toln's zoning rnd suMivision
codcs,'design review approved, Uniforn Building Code and other ofdinances of the Tom appticabte thercto'
REot EsTs FoR rNspEcTroNs SHALL BE r,tADE rltEnTy-Fot R KtuRs I[ ADVANCE BY TELEPHoNE Ar 479-2138 oR AT otR oFFIcE FRoll 8:fl) Alt 5:0o Plt
{g*oottor*o
***********************************'*****************************
statemnt Nunber: REC-0034 Anount: 53.00 06/08/95 09:01
Payment Method: CHECK Notation: #2622 Init: LRD
.l***!t************************************************************
TOWN,OF VArL, COLORADO Statemnt
E95-0131 Type: B-ELEC EI-,ECTRICAL PERMIT
2L0L-072-07-001
715 W LIONSHEAD CR
MARRIOTT Total Feea:53.00 Total ALL Pnts:
Balance:****************************************************************
Permit No:Parcel NosSite Address:
Location:
This Palanent
Account code
01 0000 41313
01 0000 41336
Description
ELECTRICAL PERMIT FEES
WILIJ CAIL INSPECTION FEE
s3 .00
s3.00
.00
Anount
s0.00
3.00
PARCEL
EFIF:
. APPLICATION MUST BE FILLED OUT COUPLETELY OR IT I'TAY NOT BE"ACUESfEDt
I****************************** pERMIT INF9RMATISN ** ***** **********r** *** ** ****
.v )[ ]-Building t l-Plunbing 1f-rtectricat [ ]-Mechanical [ ]-Other
Job Address: '1lf ht. /tout /eAx ZtR'-
tt,
Job Name:
Legal Description: I,ot
Owners Narne:
Architect:
Block_ Filing susprvrsroNt
Address:Pb.
Address:Ph.
ceneral Descriptionz
Work Class: [ ]-New [J-Alteration [ry'-Additional [ ]-Repair [ ]-other
Nurober of nrelling Units:
-
Nurnber of Acconmodation Units:
an S APP Gas Logs_ Wood/Pellet
********************************* VALUATIONS *********************************
BUILDTNG: ELECTRTCAL2I_Z@AOO_ OTHERs
PLIIMBTNG: l l,lEcHANrcAl: $- ToTAL: $-
l**************************rt CONTRACTOR INFORMATION ***************************t Eeneral Contractor: Town of Vail Reg. NO._
Address:Phone Number:
-=
Electrical contractort NorzTfret-. t/tcTn*,7.tK Town of vail Reg. No.3'((-(
Address z P.o. BoX -42 , phone Number: ,7?f- qt4:=f
- /":,-- -'i2 /Plurnbing Contractor2 F 72-o/3/ Town of Vail Reg. No.-Address: Phone Nurnber:
Mecbanical Contractorl
Address:
************* ****** ***** ******** FOR
BUTLDTNG PERMIT FEE:
PLWBING PERMIT FEE3
MECHANICAIJ PERMIT FEE:
ELECTRICAL FEE:
oTHER TYPE OF FEEzfa- ODRB FEE:
Town of VaiI Reg. NO.
Phone Number:
oFFICE USE *******************************
BUILDING PI,AN CHECK FEE:
PLT'MBING PI,AN CHECK FEE:
MECEANICAL PI,AN CHECK FEE:
-
RECREATION FEE:
CI.,EAN-UP DEPOSITs
TOTAL PERMIT FEES:
3
Illr I A t_t_
l-t-t-t-r-r_r_r-
BUILDTNG:
STGNATURE:
ZONING:
STGNATURE:
CLEIII UP I'EPOSIT REFI'ND TO:
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1gg4
WHEN A ''PUBLIC WAY PERMIT'IS FEQUIRED
Please answer the following questionnaire regarding the need for a "Public Way permit":
YES
ls this a new residence?
ls demolition work being performed
that requires the use of the right
of way, easemenls or public properfy?
ls any utility work needed?
fs the driveway being repaved?
ls ditferent access needed to site
other than existing dnveway?
ls any drainage work being done
affecting the right of way, easements,
or public propefty?
ls a "Revocable Right CI Way Permit'
required?
A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
lf you answered yes to any of these questions, a "Public Way Permit" must be obtained.
'Public Way Permit" applications may be obtained at the Public Work's otfice or at
Community Development. lf you have any questions please callCharlie Davis, the Town
of Vaif Construction Inspector, at.479-218.
I have read and answered allthe above questions.
1)
2)
Nq
t/
3)
4)
5)
6)
7',)
8)
l,/
t/
t/
t/
t/
PUBLIC WORKS PERMIT PROCESS
How it relates to Building Permits:
1) Fill out our check list provided with a buildino permit application.
lf yes was answered to any of the above questions then a "public way" is
required. You can pick up an application at either community Developmenf,
located at 75 S. Frontage Road or Public Works, located at 1309 VailValley Drive.
2) Notice sign otfs for utility companies. All utilities must fietd verify (locate)
respective utilities prior to signing application. Some utility companies iequire up
to a 48 hour notice to schedule a locate.
3) A construction traffic control/staging plan must be prepared on a separate sheet
of paper.An approved site plan may also be used. This plan will show locations
of all traffic control devices(signs, cones, etc..) and the work zone, (area of
construction, staging, etc..). This plan will expire on oct. 1sth. and will need to
be resubmitted for approval through the winter.
sketch of work being performed must be submitted indicating dimensions (length,
width & depth of work). This may be drawn on the traffic control ptan or a iite
plan for the job.
Submit completed application to the Public Works's office for review. lf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the morning but, may require up to 4g hours to perform.
The Public work's construction Inspector will review the application and approve
or disapprove the permit. You will be contacted as to the status and any that may
needed. Most permits are released within 48 hours of being received, but please
allow up to one week to process.
As soon as the permit is processed, a copy will be faxed to community
Development allowing the "Building Permif'to be released. please do not confuse
the "Public way Permit" with a "Building permit" to do work on a project itself.
NOTE:
* The above process ls for work in a public way only.* Public Way Permits are valid only until November 15th.* A new Public way Permit is required each year if work is not complete.
4')
5)
6)
7',)
cIJlqway
TOWNOFVAIL
o
Department of Comrnunity Deve loprnent
ITIFOR}IAIIOII ITEEDED }IHEI{ APPLYIIIG FOR A T|TECHAIIICAI, PERI.|I|[
HEAT LOSS CAICULATIONS.
TO SCALE FLOOR PLAN OF MECHANICAL ROOM }IITH EQUIPMENT
DRAWN IN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU
RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM.
SHOW SIZE AND LOCATION OF COMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTAI,I,ED IN
MECHANICAL ROOM.
fO PROVIDE THTS INFORI.IATION WII.L DELAY YOUR PERI.{IT.
75 South Frontage Road
Vail, Colorado 81657
303-479-2 I 38 / 479-2 I 39
FAX 303-479-2452
1.
2,
FAILURE
3.
4.
75 south frontage road
Yall, colorado 81557
(303) 47S2138
(3qt) 4792139
otf ce of communlty development
NOTICE TO CONTRACTORS/OWNER BUILDERS
Effective June 20, L99L, the Town of Vail Building Departmenl has
developed the fotlowing procedures to ensure that new construction
sites have adequately established proper drainage from building
sites along and adjacent to Town of Vail roads or streets.
The Toern of Vail Public Works Department will be reguired to
inspect and approve drainage adjacent to Town of vail roads or
streets and the installation of temporary or permanent culverts at
access points from the road or street on to the construction site.
Such approval must be obtaj-ned prior to any request for inspection
by the Town of Vail Bullding Department for footings or temporary
electrical or any other inspection. Please call 4-l 9-2160 to
request an inspection from the Public Works Department. Allow a
minimum of 24 hour notice.
Also, the To$rn of Vail Public Works Department will be approving
aIl final drainage and culvert installation with resultinq road
pacching as necessary. Such approval must be obtained prior to
Fj.naf Certificate of Occupancy issuance.
75 soulh lron|3g. road
v.il, colorado 81657
(303) 479-21.38 ot 479-2139
TO:
FROM:
DATE:
SUBfECT:
Read and
rn sumruary, ordinance No. 6 states that it is unrawfur for anyperson to litter, track. or deposit any soil , "J"i, sand, debrisor naterial, incruding trash lunpsteri, pottari" toilets andworkmen vehicles. upon-any streetl siaewair, -;li;y or publicpl?:e or any portion theleof. rhe risrrt;i;;t-;n al' rown ofVail streets and.Igag= is approxirnately 5 ft. off pavement.This ordinance virr. be striiiry enrorcia uy-irre-r"wn of vailPubric works Departrnent. pers6ns found viaraain; this ordr.nanceyirl- be given a 24 hour written ""iil"-ti-;;;:traid mareriar.fn the event the person so notified_does not ""rpiy with thenotice within the 24 hour.tine -le-iii;d,"il"-il;iic worksDepartment wirr remove said mateiiar at tn.--""p""se or personnotified. The provisions of this ordinance sniri-not beapplicabre to c-onstruction, r"int.rattce or repair projects ofany street or alley or any utilities in ttre-iltti_"_r.y.
To review Ordinance No. 6 in full, please stop by the Tolrn ofy1i-r auilding Departroent to obtaln a copy. rirani< you for yourcooperation on this natter.
olflce ol communlly developmenl
ALL CONTRACTORS CT'RRENTLYL REGISTERED !9ITH TIIETOWN OF VAIL
TOWN OF VArL PUBLIC WORI(S/COMMUNITY DEVELOPMENT
tIARCg 15, 1988
CONSTRUCTTON PARKING & MATERTAL STORAGE
acknowledged
(i.e. contractor, ohrner)
luwn
75 soulh front.ge road
vail, colorado 81657
(303) 479-2138 ot 479-2139 offlce of communlly devclopmorl
BUILDING PERI.iIT ISSUANCE TIME FRAI.IE
If this permit lgqui;re: a Town of Vail fiire Department Approval,Engineer''s. (.p_ubli. wgIFl review and approvai,'i iiiii,iinl'bepa"t
"ntreview er Heal th Departmint. revi ew, ani' a- review uy-liie' duiioi n9Departnent, the estinated time tor'a totat ;;;i;*-;uy"i"iI'is rongas three weeks.
All commercial (large or smail) and ar'r murti-famiry permits wilrhave to follow the above menti6ned maximum requiremlnir. 'riesia"ntirr
and.small projects shourd take a resser amount of time. Hoiever, ifresidential or smaller.projects impact the various arove mentioneadepartments with reqard to-necessary review, tnti. pr"j"cti'mayalso take the three-weet< periroa.
Every attempt wi1'l be made by this department to expedite thispenni.t as soon as possible. -
I '. the
frame.
under5igned, understand the plan check procedure and time
fhtw,alr /r,rtt
6- z-qr
Cormuni ty Development Department.
't
INSPECTION REQUEST
'- /f -qg JOB NAME hrrp
479-2138
_@ PM
DATE
BEADY FOR INSPECTION:
LOCATION:
,'o*
CALLER
TUES
/NePPaov"4CORBECTIONS: --
O DISAPPROVED tr REINSPECTION REQUIRED
TOWN OF VAIL
PERMIT NUMBER OF PROJECT
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
O ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
,._ ROOF & 6HEER" PLYWooD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr-* o
r] FINAL _O FINAL
ELEGTRIGAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL b rrrunl
oa0oruputr
rrttuzzi -l
l/* I
INSPECTOR
PERMIT NUMBER OF PROJECT
JOB NAME
cnllen l
MON
/'\ruEs a]trEgi
|
INSPECTION REQUEST
TOWN OF VAIL
479-2138
tr REINSPECTION REOUIRED
READY FOR
LOCATION:
INSPECTION:
ET'APPROVED
.7\/'
CORRECTIONS:
oarc-l i(; r 'i- i
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
E ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
- ROOF & SHEER
" PLYWooD NAtLtNG tr GAS PIPING
tr IbISULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
-ELECTRICAL:
qTEMP. POWER tr HEATING
tr FOUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
INSPECTORDATE
*
INSPECTION REQUESTfr;'fl2ygF vArL
tt '/ 479-2138.i-JPERMIT NUMBER OF PSOJECT
DATE
H.nU
CALLER
JOB NAME
INSPECTION: [4ONREADY FOR
LOCATION:
BUILDING:
T] FOOTINGS / STEEL
PLUMBING:
D UNDEBGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
O ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr F|NAL tr FINAL
MECHANICAL:
tr TEMP. POWER
\./ / /l 1) ' /dnoucx /Qhn(; '/" ; ( )'" 1
/\ L
D HEATING
tr EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
FINAL
tr
tr FINAL
Aepeoveo f?.tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
oor, 7 - 2f z)f rNSPEcroR
Jr'
-INSPECTION REQUEST{ q\ ol: I
PERMITNUMBER OF PROJECT
TOWN OF VAIL
47v-2138
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR,FRI AM
BUILDING:
O FOOTINGS / STEEL
PLUMEING:
O UNDERGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEE-
tr FRAMING
r_r BOOF & SHEER" PLYWOOD NAILING D GAS PIPING
tr INSULATION O POOL / H. TUB
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
houcH I t tt'tr EXHAUST HOODS
CONDUIT D SUPPLY AIR
FINAL FINAL
tr DISAPPROVED D REINSPECTION REQUIRED
/DATE INSPECTOR
,l(l .-.. .^ ,7(l', - ,-,'l--' i\t.
PERMIT NUMFER OF PROJECT
,-i / , / ..'\ --'oor, y, f ;b /ri4 JoB NAME
*
INSPECTION REQUEST
READY FOR
LOCATION:
TOWN OF VAIL
CALLE
TUESINSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING D ROUGH / WATER
n BOOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL N FINAL
ELECTRICAL:
tr TEMP, POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
FINAL tr\l v-r -.. j,rv -) OFINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
*
PERMIT NUMBER OF PROJECT
?---l'..- -a{DA'fE u tr lr JOB NAME
READY FOR INSPECTION:
LOCATION:
tINSPECTION REQUEST
TOWN OF VAIL
479-2138
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
B ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
Fr ROOF & SHEER" PLYWOOD NAILING D GAS PIPING
O INSULATION ]O POOL / H. TUB
tr FINAL .D FINAL
MECHANICAL:
D HEATING
tr EXHAUST HOODS
O SUPPLY AIR
o\o
D FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
\/ /> - A 2.-op;1e A-&1' ,5 tNSpEcToR
t
INSPE CTION REQUEST
TOWN OF VAIL{-c/3 )
OFP 479-2138
//-
29l-
PM
(_-
tr REINSPECTION REQUIREDtr DISAPPROVED
READY FOR INSPECTION:
LOCATION:
BUILDING:
tr FOOTINGS / STEEL T] UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER- PLYWooD NATLTNG tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
T] TEMP. POWER -tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
O FINAL
APPROVED
CORRECTIONS:
D^rE J- 2i' .? a |NSPECTOR
TOWIli OFVAIL
75 South Frontage Road
Yail, Colorado 81657
970479-213V479-2139
FAX97M79-2452
Job Address...
Location.Parcel No.....
Project Number
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit *: M95-0195
Depart nent of Community Development
APPLICANT ADT SECURITY SYSTEM
2L7L S GRAPE ST, DENVER CO 80222
CONTRACTOR ADT SECURITY SYSTEM
217.1 S GRAPE ST, DEWER CO 80222
HMC ACQUISITION PROPERTIES INC
10400 FERNWOOD RD, WASHTNGTON DC
715 W LIONSHEAD CR
MARRIOTT
2t0L-072-07-001
PRJ9s-0086
Status. .
Applied.
Issued. .
Expires.
200L2
Valuation:
flof 6as Logs:
.: ISSUED.: Lt/02/tees.: L2/r4/rees.: 06/LL/Lee6
Phone: 3036916099
Phone: 3036916099
96,000.00
fof uood/Pat Lct:
**i*****ffirtr*t*****ffii**ffi**ffi*#rffirhhi*ff FEE SUltllARY *tH**t**thffit*ffi*fftrkr**'rffrffiffi*i*fffi***t(ffrffi
OWNER
Description:
FIRE ALARM SYSTEM
Fi r"ptace Infornation: Restri cted:#0f Gas Appt iances:
1,920. m Restuarant Ptan Revieg-->
.00 ToTAL FEES----
3.@
llechani cat--->
Ptan Check---) 480.00 DRB
Investigrtion>
tli l.L ca L t--->
EALANCE DUE--------> .o0
*ff#r*ttrffirH#t***t**ffi***fffitt****ffi*ffi*fJrl*t**********t***ff*H***tff.*****th*ffiff**ffit*r.****ffi*ffir*
Item: .O51OO BUILDING DEPARTMENTLL/02/L995 DAN Action: APPR
Dept: BUILDING Division:
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. FIRE DEPARTMENT APPROVAL IS REQUIRED.
DECLARATIONS
t her.by acknontcdgc that I havc read this apptication, fitl,ed out in futt thr intornation rcqui rcd, coiptetcd .n
ptan, and st.tc thrt att the infornation providcd es requircd i3 corncct. I lgree to compty vtth thr infornation
to conpty uith att Tovn ordinances and statr lavs, lnd to b{iLd thi3 structur. according to th. ToHnrs zoning and
codcs, dcsign rcviev approvcd, unifom BuiLding codc !]d othcn ordinances of the Tovn appticabLc thcr.to.
REQUESTS FOR TNSPECTTONS SHALL 8E IIADE TIIENTY-FOUR HOURS I}I ADVANCE BY TELEPHOI{E AT 479-213E OR AT OIJR OFFICE FRO}I
.00
.@
2,403.00
Tota! Catcutated Fees--->
Additionat Fres--------->
TotE[ Pernit Fee-_-_-->
Payments------
2,405.0O
.00
2,403.m
2,403.00
********************************************************************************
.ccurltc ptot
and plot pl,rn,
subdivi sion
E:00 Al| 5:00 Ph
SIGNATURE OF OUNER OR CONTNACTOR TOR HIIISELF AND O$INER
{P*utttu"'o*
****************************************************************
TOWN OF VAIL, COLORADO Statemnt****************************************************************
Statemnt Number: REC-0105 Anount:2 ,403 .OO 1,2/L4/ 95 14 : 31
Payment Method: CHECK Notation: #01466050 IniT: LRD
B_MECH MECHANICAL PERMIT
CR
Total Fees:
2,403,00 Total ALL Pmt6:
Balance:****************************************************************
Permit No:
Parcel No:
Site Address:
Location:
This Payment
Account code
01 0000 4L3t2
01 0000 4L332
01 0000 41336
M95-0195 Type!
2L0t-072-07-001
7].5 W LIONSHEAD
MARRlOTT
2 ,4O3 . OO
2,403 . 00
.00
Description
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Amount
1, 920 . 00
480.00
3.00
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
e70-479-2r3V479-2139
FAX 970-479-2452
Job Address...: 715 vl LIONSHEAD cR
Location .: MARRIOTT
Parcel No.. .. .: 2101-O72-07-OOL
Project l[umber: PRJ95-0086
NOTE: THIS PERMIT MUST BE POSTED ON
MECHANICAL PERMIT
JOBSITE AT ALL TIMES
Permit *: M95-0195
Department of Communiry Develapment
.APPLICANT
CONTRACTOR
OWNER
Description:
FIRE ALAR}! SYSTEM
Fireptace InforEtion: Restrictrd:
l,techani cat---) 1,920.00
Ptan Chcck--->480.00
ADT SECURITY SYSSEM
21?1 S GRAPE ST, DENVER CO 80222
ADT SECURITY SYSTEM
2171 S GRAPE ST, DENVER CO 80222
I{MC ACQUISITION PROPERTIES INC
10400 FERNWOOD RD, WASHTNGTON DC
Phone: 3036916099
Phone: 3036916099
96,000 . 00
#of lrood/Pa L tet:
Status. . .
Applied..
Issued. . .
Expires. .
20012
Valuation:
#0f Gas Logs:
ISSUED
LL/02/re9s
12/L4/Lee5
o6/tL/Lee6
****ffi*ffi*ff*ffiriffi*rttr.ffi*****t*ffi*****t**r FEE SUllllARY **i***tffir**t****ffitr,(**i*****ffiffirr*
#Ot Gas Appt i snces:
Rcstuarant Plan Revictr--> .00
DRB tee--------> .00
TOTAL FEES--
Totat cal,cutatcd Fees--->
Additional, Fees----->
Total Permit Fcc------>
2, /.03.00
.00
2,403.00lnvestigation> .00
ui l,L Catt----> 3.00 Payments-----------> 2,403.00
sALAI{CE DUE---*ff*ffitt***t***************ffi*ffiJrt*tiffr,*****}t***r.*ffitrJr**lffi*t*#ffrf,trtsH*fi***ffi**fr****H*l**fffiJri*
ITe.m: 051OO BUILDING DEPARTMENT|L/O2/L995 DAN Action: APPR
Dept: BUILDING Division:
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. FIRE DEPARTMENT APPROVAL IS REQUIRED.
*******************************************************************************
DECLARATIONS
I hcreby acknonbdgc thrt I havc read thi3 application, fittcd out in fuLL the information rcqui red, conptctcd sn lccurltr ptot
ptan, and state thrt att the intorration provided as requircd is correct. I lgree to corpty vith thc infornation cnd ptot ptan,
to corpty uith ltt Toun ordinanccs snd stat! [avs, and to buitd this stpucturc according to th. Torm's zoning .nd subdivisim
codcs, dcsign reni cu approved, unifopi BulLding codc and othcr ordinancls of the Toun appticabtc thercto-
REqIJESTS FOR I}IS'CCTIoIIS SHALL BE IIADE IIIENTY-FOI,R HOURS ItI ADVANCE BY TELEPHOI{E AT 479-215E OR AT OUR OIFICE FROII E:OO AT 5:M P
ty',^' J. ft--<Z--<SIGNATURE OF OiNq OR CONTRACTOR FOR HIIISELF AI{D OI' ER
{Po"toto'n-'
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
*******************************:k*********************'r**********
Statemnt Number: REC-o105 Anount:2 r403.0O L2/t4/e5 14:31
Palment Method: CHECK Notation: #01466050 Init: LRD
Permit No:
Parcel No:
Site Address:
Location:
This Payment
Account Code
01 0000 4L3t2
01 0000 4L332
01 0000 41336
M95-0195 Type:
2L0L-072-07:001
715 W LIONSHEAD
MARRIOTT
B-MECH MECHANICAL PERMIT
CR
Total Fees:
2,403.00 Total ALL Pmts:
Balance:
*****************************************************!k**********
2 | 403 .00
2 ,4O3 .OO
.00
Anount
L ,92O . OO
480.00
3 .00
Deecription
MECHANICAIJ PERMIT FEES
PLAN CHECK FEES
WILI, CALL INSPECTION FEE
- n4n'?tr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAI PER.I,IIT PErNit #: M95_0195
Job Address...t 7I5 w LIONSHEAD CR Status...: APPROVED
Location .: MARRTOTT Applied..: IL/02/1995
Parcel No.....: 2101-072-07-00l Issued...: Il/02/I995
Project Nurnber: PRJ95-0086 Expires..: 04/30/1996
APPLICANT ADT SECURITY SYSTEM Phone: 3035916099
2]-71 S GRAPE ST, DENVER CO 80222
CONTRACTOR ADT SECURITY SYSTEM Phone: 3036916099
2l7l s GRAPE ST, DENVER CO 80222
OVTNER HMC ACQUISTTION PROPERTIES TNC
10400 FERNWOOD RD, WASHTNGTON DC 200L2
Description: Valuation: 96'000.00
FIRE AI.,,ARM SYSTEM
Fireplace Infornation: Restricted: #Of Gas Apptiances: fof Gas Logs: #0f lrood/Pa L Let:
FEE SUIII{ARY
echanica[---> 1,920.@ Restuarant P[an RevieH--> .00 Totat Calcutated Fees---> 21103.6
Pl,an Check---> 4E0.00 DRB Fee--------
Investigat'ion> .00 TOTAL FEES-----
Ui Lt Catt_-__> 3.00 payments_______
BALANCE DUE----
****ffi *
I!e4i .95190 BUILDTNG DEPARTMENT Dept: BUTLDTNG Division:77/02/1995 DArr Action: APPR
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.2. FIRE DEPARTMENT APPROVAL IS REQUIRED.
********************************************************************************
DECLARATIONS
I hereby acknowtedge that I have rerd this app[ication, fil,l,cd out in fuLl the infornation requi red, compteted !n rccurate ptot
ptan, and state thrt alt the infornrtion providcd as required is corrcct. I agre. to co[pl,y vith the informtion lnd ptot Ptan,
to cotpLy rrith att Toyn ordinances and state tans, and to buitd this structure according to the Tosn's zoning and subdivision
codes, design reviev approved, Uniform BuiLding Codc and other ordinances of the ToHn appticabl.e thcreto.
REaUEsTs FoR II{SPECTIONS SHALL BE }IADE TIIE}IW-FOUR HOI,RS II{ ADVANCE BY TELEPHOT{E AI 479-213A OR AT OUR OFFTCE FROII E:(x) A|| 5:M P
SIGNATURE OF OI.INER OR CONTRACTOR FOR HI}ISELF AND OUI'IER
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALI, TIMES
MECHAN]CAL PERMTT Permit #3 M95-0195
APPLICANT
CONTRACTOR
OWNER
Ptan Check---> 460.00 DRB
Invest igation>
tli l.L CaLl.--->
ADT SECURITY SYSTEM
2L7L S GRAPE ST, DENVER CO 80222
ADT SECURITY SYSTEM
217\ S GRAPE ST, DENVER CO 80222
HMC ACOUTSITION PROPERTIES INC
10400 FERNWOOD RD, WASHTNGTON DC 200L2
Valuation:
fof Ga3 Logs:
96, 000. 00
#of Tood/PaLtet:
TOTAL FEES-----2,403.fi
.00 Total Calcutated Fees--->.00 Additional, Fees------->
Total Plrnit Fee-------->
Prynents-----
BALAI{CE DUE----
2,t+03.6
.m
2,403.00
.m
2,$3.00
ffiffi
Dept: BUILDING DiVisiON:IIem: O51OO BUILDING DEPARTMENTL|/O2/L995 DAII Action: APPR
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. FIRE DEPARTMENT APPROVAL IS REQUIRED.
********************************************************************************
DECLARATIONS
I hereby acknwtedgc that I have read this apptication, fi l,l,ed out in fult the inforiation required, coelet.d an eccurrte plot
plan, and state that atl the information provided as required is corfect. I agree to conpty rrith the info atim and plot ptan,
to coety with alt Tonn ordinancrs and state [aus, and to build this structure according to the Tovnrs zoning and subdivision
codes/ deslgn revieu approved, Uniforn Building codc and other ordinanccs of the Tovn appticabLe thereto.
REAUESTS FOR INSPECTTON{S SHALL BE ilADE TUENW-FOI,N HOURS IN ADVANCE BY TELEPHO{E AI 479-213E OR AT OIJR OFFICE FROTI 8:OO Ai 5:OO Pil
SIGNATURE OF OI.INER OR CONTRACTOR FOR }IIIISELF AND OIIIIER
Status...: APPROVED -SA ,AppIied..: LL/02/+ee5 -)", .,tA\Issued...r IL/02/L995,,r1\"\'
Expires . .2 01/30/L996 \ \
Phone: 3036916099
Phone: 3036916099
fof Gas Appliances:
FEE SUIIIIARY
l'lechani ca [---)1,920.00 Rcstuarant Ptan Revieu-->
.00
3.@
Job Addres6...: 715 W LTONSHEAD CRLocation : MARRIOTT
Parcel No. .. ..: 2101-072-07-00LProject Number: PRJ95-0086
6cription:
FIRE ALARM SYSTEM
Fi rcptace Inforn€tion: Restri ct.d:
^t
$rmcnr. .*r//ot-ota tz-u /N
F"
TOrfN OF VAIL CONSlBUqlr
PERlrrr appr,rcaTr-otFi F.oRq- 28^',1DATBZ ?.28,.
al AppLrcArrox uusr BE Frr,r,ED our cpuprersrry oR f0$^{0ffi\n0[V:ffiFl
f,***************************** IIEIUNIT fllAoRHATfoN *r***********r*******r**** j**
t l-Buil{inE t l-plugrtctng I J-Etectrl.cal t ]-uectrinlbal -Otber eryassr
rob Name: lUWlfuffi{irc- AIU rob Address:
Icaal oescription: Iot_
Olrners Name: lrl a r r tn T7'f
Architect:
1,1 ii, i,
srf,'i
Address:
. Address:
ceneral Description:
l{ork Class: I l-New [ ]-Alteration [ ]-Additlonal
l{uDber of Dwelll.ng Units:
1 ;-nepal.r [- ]-others..&s52.€.
Nu[ber of Accomodatl.on Unl_ts:
cas Iogs_ wood/pellet rl
* * *********** *************** tt**t*
RLWBING: t lrEClnNrcAI., tl---v/lf,* * * * * * * * * * * * * * * * * * * * * * * * * tt * CONrRAqIOR INFORIIATf ON7 Eeneral Contractor:
Address:
tI*""
and Tlpe of Fireptaces: Gas Appliances
lf* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * vAIItATroNs
BUILDING: T EI.ECIRTCAI: S
Address: :-\1.
. Plunblng coR'Lractor:
Address:
MechanicaL C,rntractor:
Address:
******************************r* FoR
oTttER:l ?q.ooo.ooTorALs@
* ** * ** *** ** ************ ****
Town of Val.I Reg. NO.
ReE. No. /l2 -.f
3a?- La'-rno2?
Town of Vail Reg. NO.
Phone Nunber:
Town of Vail
Phone Nunber:
Reg. NO.
oFFrcE usE ******i!************************
BUTLDTNG PIAI{ cIIEcK FEE3
PLUUBING PIAII CHECK FTS:UECIIAI{ICAL PI.AII CHECK FEEs
RECRE.ATION nEEs
CI.EAII-UP DEPOSIT:
TOTAL P
Phone Number:
7..(Tovlo.' of Vall'- Phone Nunber:
BUrIJDTNG PERUIT FEEs
PL['IIBING PERUTT FEE:
UECIIA}TICAIJ PER}TIT FEE:
ELEqTRTEAL FEEs
OTTIER TYPE OF FEE:
DRB FEE:
BUIIDING:
STSNAflTRE:
ZONING:
SICNAM'RE!
Electrical Contractor:
Otnrnents:
q.BAf ItP ITEPOSIT tEFItf,D Tlt:
FEES:
TO:
FROM:
DATE:
RE:
o
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A "PUBLIC WAY PERM|r'"IS REQUIRED
NO
no
fio
11 0
hu
3)
4)
s)
6)
1)
2)
Job Name: tutg<r r, tU77' IDate: 7-2f '7f
Please answer the following questionnaire regarding tha need for a 'Public Way permlt :
ls this a new residence?
YES
ls demolition work being performed
lhat requires the use of the right
of way, easemenls or public propegy?
ls any utility work nEeded?
ls the driveway being repaved?
ls ditferent access needed to site
other than existing ddveway?
ls any drainage work being done
atfecting the righl of way, easements,
or public propefty?
ls a "Revocable Right O Way Permit'
required?
7l
4o
/10
^n08) A. ls the right of way, easements or
public property to b€ used for staging,
parking or lencing?
B. It no to 8A, is a parking, staging
or fencing plan required by Community
Development?ho
!f_V9u- algwered yes to any of these questions, a'Pubtic Way Permit' must be obtained.?ublic Way Permit' applications may be obtained at the. Public Work's office or at
C-o.ry1u1ttV Development. lf you have any questions ptease callCharlie Davis, the Town
of Vaif Construction Inspector, at.479-2158
I have read and answered allthe above questions.
,+-l nJ
Job Name
f
Contractor's Signature
7^t
4l
PUBLIC WORKS PER,[I]T PROCESS
How it relates to Building Permits:
1) . Fillout our check list provided with a buildino oenirit aoolication.
lf yes was ansrered to any of the above questions. then a 'public way" is
required. You can pick up an application at either community Development,
located at 75 S. Froflage Road or Public Works, located at 1309 VailValley Drive.
2l Notice .sign .9ffs for utility. companies. All utilities must field verify (locate) ,,,
respectivE utilities prior to signing application. Some utility companies require ui
to a 48 hour notice to schedule a locate, -" .:
3) A construction traffic controystaging phn must be prepared on a separab sheet
of paper.An approved site plan may also be used. This plan willshow locations ..
of all traffic control devices(signs, conesr eb..) and the work zone, (area of
Construction, Stiaging, etc..). This plan will expire on Oct. 15th. and will'need to
be resubmitted for approvalthrough the winter.
sketch of work being performed must be submitted indicating dimensions (length,
width & depth of work). This may be drawn on the traffic control ptan oi a iite
plan for the job.
submit co.mpleted application to the Public works's office for review. lf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the moming but, may require up to 4g houis to perform.
The Public work's conshuction Inspector will revierr the application and approve
or disapprove the permit. You will be contacted as to the status and any th'ai may
needed. Most permits are released within 48 hours of being received, but pleasl
allow up to one week to process.
As soon as the permit is processed, a copy will be faxed to Community
Development allowing the "Building permif to be released. please do not confusi
the "Public way Permit" with a "Building permit" to do work on a project itself.
NOTE:
I !h9 gbove prooess ls for work In a pubilc way onty.* Publlc Way Permlts are valld only un$l November iSth.* A new Publlc way Permit ls requlred each year ll work ls not compleb.
s)
6)
7)
cd/Frry
TOWT,IOFVAIL
75 South Frontage Road
VaiL Colorado 81657
303479-2138/ 479-2139
FAX 303-479-2452
I|IFOR||ATIOtr TEEDED NBEII NPPTIITO IOR
1.
2.
Departmcnt of Community Development
xlcErrtclL PEnlII!I
IIEAT LOSS CALCUI,ATIONS.
lo scALE FrJooR pLA!{ oF MECEANTCAL ROOU WITS EQUTPUENT
DRAWN IN TO SCALE, WITH PHYSICAL DTUENSIONS AND BTU
RATINGS OF ALL EQUTPMENT IN MECITANICAL ROOI'|.
sHotil sIzE AND tocATION OF COI.iBUSTION AIR DUCTS, FLttES,
VENT CONNECTORS AND GAS LTNES.
NOTE WIIETHER ETEVATOR EQUIPMENT WILL ALSO BE INSTATLED IN
MECIIANICAI, ROOM.
FTILI'RE !O PROVIDE TIIIS IIIFORI{AIIOII WILL DEITAI TOI'R PERUI!.
3.
4.
o
75 tou|h ftonbgc 1old
rd, colondo 8f65t
(3Gr) 4}}2138
Fqt) 479?r3s
orffice ol conrmunhy devdopment
NOTICE TO CONTRACTORS/OI{NER BUILDERS
Effective June 20, 1991, the Town of Vail Building Department hasdeveloped the fotlowing procedures to ensure that new tonstructionsites have adeguately established proper drainage frorn buildingsites along and adjacent to Town. of Vail roads or streets.
The rown of vail Public Forks Departnent rill b€ required toinspect and approve drainage adjaeent to Towa of vail -roads orstreets and tbe iastallation of tenporary or pernanent culverts ataccess points fron tbe road or street on to tle construction site.Such approval must be obtained prior to any request for inspectionby the Town of vail Buil-ding Department for footings or temporaryelectrical or any ot.her inspection. please cal:- 4'lg-2i60 t;reguest an inspection from the public works Department. Arlow aminimum of 24 hour notice.
Arso, the Town of Vail public works Department wilt be approvingal-l final- drainage and culvert installation with resulting roaipacching as necessary. such approvaL must be obtained prior toFj.na1 Certificate of Occupancy issuance.
o
75 |oulh ftontlga tlrd
urll. colorrdo E1657
lzo3, 479-2L.38 ot 479-2139 ottlcc of conmunlly dcycloprncnl
TO:
ERO}I:
DATE:
su&rEct:
AI,L CONTRACTORS CURRENILYL REGISTERED WITE 1ts8TOIIN OF VAIL
TOtfN oF VAIL PUBTIC WORKS/COU!,II'NIIY DElrEIopuENT
UARCH 16, 1988
CONSTRUCIION PARKTNG & I,IATERIA! STORAGE
rn sunnary, ordinance No'. 6 states trrat it r.s unlawful for anyperson to ritter, track or deposit. ""i-""ir]-.J"i, sand, debrisor material , incl-ud1ng_trash h,,rnpster3, eJrtJf" toilets andworknen vehicres.lpon any streetl sideyaii;-.Ii;y or publicplace or any portion trreieoil--rit" right-of-way on arr. Town ofVaiL streets and-road,s is approiinateiy 5 ft.-6ti p..r"r"rrt.This ordinance wirr be ;ariEirt-inforced by the Tohrn of vailPublic Iforks DeDartDent. --;;;;;nl round vrirating this ordinancewill be siven a 24 hour rriit"i-'i"il""-ti-;;;;:r="id naterial.In the event the person so notified-aoes-noi ioipfy with thenotiee within ttl_-za rrour tine-Ilecitied, the puL:.ic l{orksDeparrment erir.r re'o-ve said nareiiii-it-irrJ'!"ili=e of personnotified- The orovisions-or-trril-"iai".;; ;frfii not beapplicable to cinstruction, ,"ir,trr,"r,ge 9f repalr projects ofany street or alley or any'utifiiies in the ,ighi-"_".y.
To.review Ordinance No. 6 in full, please stop by the Town of:::i.::i13i"3"":f,1fffi$,:a--"riii" a copv. rirani< vou ror yo,,,
luttn
75 loulh trontrg. mad
u.ll, colo.rdo ElE57(3utl 479-2L38 or 479-2139
undersigned, understand the plan check procedure and time
BUILDING pERfiIT ISSUAI{CE TIr,tE FRAfiE
If this peryrlt requi.res 1Tow1 of Vail Fire Deparbrent Approval,Ensi neer's. (.pub,r rc fgtf t t levi ery ani ipirouai,'i' iiiliiilt't"p."rn"ntreview or Health Deoartrnint.review, ani'a-review by ilre 6uitaingDepartnent, the estirnated time to"'a-Iot"r ilil.;"i"Li!'as tongas three weeks.
A]l cormercial fl arge or smal I ) and al] mul il -fami.ly permi ts wi.lIhave to-follow itre iuove mdiioilJ maiimum requirements. Residentiarand small projects should tarte a reiscr anround of time. However, ifresidential or smar'rer.projects tmpiii the various above mentioneddepartments with reoard to-necessiii-""uii*,-ih;;; ;;;j;.iI' *va'lso take the three-weet perioJ.
Every.attempt will be made by this department to expedite thispermit as soon as possible. - ': r^r-Y'eg "'
I, the
frame,
Y. //)err/aT7'rt-
Corrnuni ty Devel op,ment Departnent.
TOWN OF VAIL
?5 S. FRONTAGE ROAD
VAIL, CO 81657
97 0-479-2L38
Etectri c. [*>
DRB Fcc
lnvcatigation>
l,f i tt c!tt._>
TOTAL FEES->
m;-oo,Status. . . :
App1ied. . :
Issued. . .:
Expires. . :
57.m
.00
57.00
57.00
.m
ISSUED
04/23/Lee6
04/24/Lee6
L0/2L/Lee6
DEPARTI'{ENT OF COMMUNITY DEVETOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit *: 896-0052
Job Address
Location...
Parcel No..
Project No.
715 W LIONSHEAD CR
APPLICANT RIVIERA ELECTRIC CONST., CO
2107 WEST COLTEGE AVENUE, ENGLEWOOD CO
CoNTRACTOR RTVIERA ELECTRIC CONST., CO
Phone: 3039379300
80110
Phone: 3039379300
2107 WEST COIJTJEGE AVENUE, ENGLEWOOD CO 80110
OWNER HI'{C ACQUISITION PROPERTIES INC
10400 FERNWOOD RD, WASHTNGTON DC 200L2
Description: KITCHEN FAMODEL Valuation:2 r 590.00
54.00
.m
.m
3.00
57.m
TotaI Crtculated Fees->
Additional, Fees---->
Total Prfrit f c.------>
Paynents--------
BALANCE DUE-*-
ffiffiffi*it#ffi*
Item: 06000 ELECTRICAL DEPARTMENT04/23/L996 DArt Action: APPR
Dept: BUILDING Division:
**f,ittrftt rrr*****t*rr***f,*1ffi
CONDITION OF APPROVAL
ffi ffi *Jrrt*i*f*ftf *tf**t*
DECLARATIONS
I hcreby acknovledgc thlt I hrvc rerd thi3 apptication, fil,t.d out ln tut[ thc informtion rcquired, coDptctcd an rccurltr ptot
p[rn, and statc thlt rt[ th! inforEtion providcd as fcquired is correct. I rgfcc to conpty vith th! infornrtion lnd pl,ot pt.n,
to corply vith !l,t Tovn ordinances and stltr [avs, and to build thi3 stfucturc rccording to the Tom's zoning and suHivision
coder, dcrign rcviev approvcd, unifon Euil,ding Codc rnd othef ordinanccs of thc Toyn appticabte th!rcto.
REOTJESTS FOR INSPECTIOfiS SHALL BE }IADE IIIENTY-FOIJR TIOUNS Iil ADVAI{CE BY
'." .1 :l .:..
** * * * * * * * * * * ** ** **** * * * * * * * * * * * * ** * * ** ** * * * * * * *** * * ** ** * :;:#;;
rowN or VAIL, coLoRADO ..I?H "::.:t I I I - !?i?HY * * * * * * * * * * * * * * * * * * * . . .
: ;
.
; ;. ;
.^.,1i.ri2" iil.ii
Statennt Nunber: PEC-0126, At?-lri::5?.oo 04/24/96 ls:10
Palrment Mettrod: CK Notation: 1212 Init: JR
;;;;;l-"ri:oou' tvpg' B-ELEC ELEcrRrcAr' PERMTT
-P"i""r No: 2101-0?2-01:991 ^-Site AddreEs: ?15 W IIONSITEAD CR
Location: MARRTOTT rotar Fees: 57 . oo
rhis Pavment 5? ' oo rot"i-al'ir#::; ut
.33
*******t********************************!r******************!******
Accoun! code Deecriptio
-n6a,?,n EFF. T:t;
01 oooo 41313 El99rll9*--:.::*:Ll3t:'F: 3.oo
31 3333 lill; ffi;;';il;riripecnro* ree 3'00
i
TOWN Oi" VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970-479-2L38
APPLICA}IT
CONTR,ACTOR
OVINER
Inv.stigation>
Ti tt catt-_)
TOTAL FEES--->
DEPARII}IENT OF COMMUNITY DEVELOP}IENT
NOTE: BHIS PERMIT I{UST BE POSTED
ELECTRICAL PERITTIT
Job Address: 715 W LIONSHEAD CR
Location. .. : IIIARRIoTT
Parcel No.. : 2lOL-072-07-001
Project No.:
ON JOBSITE AT ALL TIIIES
Permit #: E96-0052
Statu6...: APPROVED
Applied. .r 04/23/1996
ri-eued. .. z 04'/23/1e96
E:rpirea. . : LI'/2O/L996
DescriPtion: KITCHEN REMODEL
FEE
ElrctPical,-> 54.00
DRB Fec
3039 379300
3039379300
Valuation:2,590.00
SUl|l|ARY
57,q)
.m
57.m
.(x)
57.(x)
#'E+ffifl113"1#l,iri,t3""""onooD co'o"Bno"'
mxg.,ECTRIc CONST., CO Phone:
zroi wgsr CoLLEGE AVENUE, ENGLEwooD co 80110
ITICEilfMOF PROPERTIES INC
10400 rnnxwooo RD, WASHTNGTON DC 20oL2
.m
3.q)
57. (x)
Tot.[ Catcutrt.d Fces->
Additim.L Fecs---->
Total Pcrrit Fe*----)Payrentg-------->
BALAIICE DUE->
EEfr i fi8820 nE
LE c rR r "il.33lTffi il*Dept: BUILDING DiviEion:
CONDITION OF APPROVAL
DECI.ARATIONS
r hcrcby rckn4rtadge thlt t h.ve read thic .ppl,ication, fil,tQd out in futl' th. inforratim requircd, co+tctcd !n tccut'tc P[ot
ptan, and 3t.tc that att tra'iniorraiiin ptoiriO.U as riqui red. i.r cottcct. .t tSl11 to copty iith thc inforrtion rnd ptot P['n'
to coTty r,ith.tt ro,,r, o.air,.rr"""-"na stltc taus, and io bui td this structuf. according to the Tqnr's zonlng and subdivlgion
codcs, dceign rcvi ar approrJ]"ilif;- auitoing ciac.ta othcr ordin nccs-of th' Tottr 'pptic'bl' thcrcto'
RE€[rEsrs Fon t spEcrlo{s sH LL BE tADE rrENTy-FouR }n Rs rr{ ADv r{cE BY TELEPKTNE Al 4lg-21.son AT ol,R oFFtcE FRoi E:m A,, 5:00. pli
PERI'IIT ll 8?S-smS
, APPLICATfON MUST BE FILL,ED Otn COIIPLETELY OR IT tlAY NoT BE ACCESTEDUl****************************** PERIIIT fNFORIT|ATfON ***r*************************tl .r-[ ]-Building t J-prunbtng /t4;ilectrlcal I J-Mechanibar [ ]-other
Job Name:
Legal Descripti,on: Ict
Job Address:
Block Filinc VISION:
RD
zot"- Ph.
Architect:Address:Ph.
General Description:
I{or]c CLass: [ ]-New fy'+ALt.eration t l-Adallttonal [ 1-nepair [ ]-other
Number of Drrelling Units:Nunber of Acconnodation UnLts:
;fnber and Tlpe of Fireplaces: Gas Appliances_ Gas r,ogs_ wood/pellet_v^G************!********************* VALUATTONS *********************************t !---- uoBUILDTNG: $ _ Er",EcTRrcAt, $]l5le: oTHER: $_FLi-;MBrriG: -$ _ lrEcnANicAii tfl TOTAI: r_-
v
. \r ri.!r!r. ._
l** * ** ****************:r***** CoNTRACIOR INFORI{ATTON ***************************t Eeneral Contractor:' edaress:
Electrical
Address:
Plunbing
Address:
.€qa-
SUBDI
Rrt.trOOOr-h,* Dc-
Town of VaiI Reg.
SfltoPhone Nu.nber: q
Contractor:Town of Vail
Phone Nurnber:
Town of Vail
Phone Number:
Reg. NO.
Mechanical Contractor:
Address:Reg. NO.
** ***** * i** * * * *** * ** * ** * ** *** !r* * FOR OFFfCE USE ** * ******* * * *i* * * * * ** *** **** * ***BUILDING PERUTT FEE3
PU'!,'BING PER}IIT FEE:
I.IECHANICAL, PERMfT FEE:
ELE TRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
BUTLDING PIAN CHECK FEE:
PIJ'UBTNG PI.AN CITECK FEE:
UECHANTCAL PI.AI{ CHECK FEE:
RECREATTON FEE8
CI.',TAN-UP DEPOSIT:
TOTAIJ PERUTT FEES:
BUIIJDING:
SIGNATT'RE:
ZONTNG:
STGNAN'RE:
Contractor:
CI.EAT IIP DEPOSIT NEFI,f,I'
ON
75 roulh tronllgc rold
urll, color.do 8'1657
(303) 479-21.38 ot 479-2L39
TO:
rROM:
DATE:
SU&TEST:
rn summary, ordinance No. 6 states that it is unrawful for anyperson to litter, track or deposit ""i-roir,-rli, sand, debrisor nateriar, incru_ding trash b"nFsters, portable toilets andworkmen vehictes.u.pon any streetl =iaE".irl;ii;y or publicpJ'aee or any portion theieof. ihe right-of-way on arr Town ofVail streets and.Ig"g= is approiir.t"ty 5 ft. off pavenent.This ordinance r11] b". "iritii'-lnforced by the Town of vailpublic l{orks Deoartment. pers'ons found "iirrili"g thi.s ordrnancewilr be siven a 24 hour rriiG;";"ti""-t"-;;;;;"'r"id nateriar.rn the event the person so notified-aoes noi-"iiprv with thenotice within the-24 rrour tine-"p""iiiil,";;";;;ric worksDepartmenr will remove said nateii"i-il-irrJ'!*ili=e of personnotified. The provisions or-trris-oiaii.nMfrIii nor beapplicabte to c6nstruction, ,iirrt"rr.rge 9I repair projects ofany street or alley or any utilities in the rijrri_"_r"y.
To review Ordinance No. 6 in fuLl, please stop by the Tolrn of:::i"::ti3i"3,Tf,ifil:it":a--";;;i" a copv- rirani vou ror your
offlcc of communlly deyclopmcnt
ALL CONTRACTORS CURRENTLYL REGISTERED WITII THETOgIN OF VAIL
TOWN OF VAIL PUBLIC ITORKS/COIIMITNITY DEVELOPIIENT
!,IARCH 16, 1988
CONSTRUSIION PARKING & I,IATERTAL STORAGE
ffir (i.e. contractor, owner)
lnttn
75 routh f?ontlgc rold
u!ll, colondo 81657
l3o3l 479-2L38 ot 479-2L39 ofllcc of communlly dcycloprncnt
BUILDING PERI|IT ISSUANCE TIilE FRAHE
If this permf.t reguires 1 Towl of Vail Fire Departnent Approval,Engineerrs (public works)
""v.i"* rna'ipproval,'. irinnin!'b"p."t entreview or Hearth Departmint review, .ni'i-"i"i.n fv'iii""Erirains
l:ril*:'*;.fl: .'.i*ted time ro"'a-totar ;ili;. ;"y"Li!'"s r6ns
A]'l commercial ('rarge or small) and alr murti-famlry permits wi.rlhave to folrow ttre arove menti6neJ maiimum requirenents. Residentiarand small projects should take a teisJr-amound of time. However, ifresidenti'al or smalter.projects impaii tre vJiious;;;;" mlnuoneOdepa rtments wi th reqard. to- necessii^y-"eui"r,-ih;;; ;;;j;.ii' *valso take the three-weef perioJ.
Every attempt will be Tge by this department to expedite thispermi't as soon as possible. ' eY !^rsg' !E r'I
I, the undersigned, understand the plan check procedure and timeframe.
CUI*-r.,'- *.^-&l)
Coranuni ty Devel ooment Departrnent.
It MEMoRANDUM
ALL CONTRA"O"'TO:
FROM:
DATE:
RE:
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT'IS REOUIRED
Date:
PleasE an
J
.7 z?/qL
wer lhe following questionnaire regarding the need for a "public way permit':
ls this a new residence?
ls demolition work being performed
thal requires the use of the right
of way, easemenls or public properly?
ls any utility work needed?
ls the driveway being repaved?
ls difierent access needed to site
other than existing driveway?
ls any drainage work being done
atfeaing the right ol way, easements,
or public property?
ls a'Revocable Right Of Way Permit.
required?
8) A. ls the righl of way, easements or
public properf to be used for staging,
pafting or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
I have read and answered allthe above
-.+
1)
2)
YES NO
,./
t/
t/
t/
,/
c./
t-''/
3)
4)
s)
6)
7l
Development?
!!9u- algwered yes to any of these questions, a "Pubtic Way Permit" must be obtained.'Public Way Permit' applications may be obtained at the Public Work's oflice or at
C9.ryry1u1tU Development. lf you have any questions ptease callCha1ie DaMs, the Town
of Vaif Construction Inspector, at 479-218.
Job Name Conlradof ignature
2)
3)
PUBLIC WORKS PERM]T PROCESS
How it relates to Building Permits:
1)Fill out our check list provided with a buildino oermit apolication.
lf yes was answered to any of the above questions. then a "public Way" is
required. You can pick up an application at either Gommunity Developmeni,
located at 75 S. Frontage Road or Public Works, located at 1309 Vail Valley Drive.
Notice sign offs for utility companies. All utitities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to a 48 hour notice to schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet
of paper.An approved site plan may also be used._ This plan wiil show locations
of all traffic control devices(signs, cones, etc..) and the work zone, (area of
construction, staging, etc..). This plan will expire on oct. 1sth. and will need to
be resubmitted for approval through the winter.
sketch of work being performed must be submitted indicating dimensions (tength,
width & depth of work). This may be drawn on the traffic controt plan or a iite
plan for the job.
submit completed application to the Public works's otfice for review. lf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the morning but, may require up to 49 hours to perform.
The Public Work's Construction Inspector will revieur the application and approve
or disapprove the permit. You will be contiacted as to the status and any thai may
needed. Most permits are released within 48 hours of being received, 6ut ptease
allow up to one week to process.
ls soon as the permit is processed, a copy will be faxed to community
Development allowing the "Building Permif to be released. please do not confuse
the "Public way Permit" with a "Building permit" to do work on a project itself.
NOTE:
* The above ptocess ls tor work In a publlc way only.* Public Way Permits are valid only undl November 15th.'A new Publlc way Permit is required each year if work is not comflete.
4)
s)
6)
7)
cdFvry
TOWI{ OFVAIL
75 South Frontage Road
Vail, Colorado 81657
so3-479-2 I 38 / 479-2 1 3e
FAX 303-479-2452
1.
2.
Depanment of Comnunity Developtnent
II|FORIIAIIOI TEEDED IIITEtr AFPTTIIIC FOR I IIEC!N|[IC.II', PERMIT
HEAT LOSS CALCI'I-,ATIONS.
TO SCALE FLOOR pr.Alr OF !4EC[A$ICAL ROOU WrTH EQUrP!4ENT
DRAWN IN TO SCAIE, rrITH PHYSICA! DIIIENSTONS At{D BrU
RATINGS OF ALL EQUIPI-IENT IN MECAANICAL ROOM.
sHow sIzE AND TOCATION OF COMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPI'TENT WILL ALSO BE INSTALI.,ED IN
I{ECITANICAL ROOM.
FAILUNE SO PROYIDE II|IS II|FONTiAITOT rYILt DELIT IOUR PERrtIr.
3.
4.
lnwn
7:t aorfi lionttgE ,oad
uCl, cdon do 816t
(3Gt)4p"r38
(303).7$430
o'flle of conrmunity dandognenl
NoTIcE To coNIRjAcToRs/owNER BUU"DERS
Effective June 20, 1991, the Town of vail Buirding Department hasdeveloped the following procedures to ensure that new constructionsites have adequately established proper drainage from buildingsites along and adjacent to Town of Vail roads of screets.
Tbe Town of vail public works Department will be required toinspect and approve drainage adjaeent to lowa of vail roads orstreets and tbe installation of tenporary or perllanent culverts ataccesa poiats fron tbe road or street on to tLe construction site.such approval must be obtained prior to any request for inspectionby the Town of vail Building Department for fobtingrs or remporaryelectrical or any other inspection. please carl 4'79-2iGo t;request an inspection from the pubric works Department. A110w aminimum of 24 hour notice.
A1so, the Town of vail pubric works Department will be approvingall finaL drai-nage and cuLvert installation with resutting roa6pauching as necessary. such approval must be obtained prior toFj.nal Certificate of Occupancy issuance.