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HomeMy WebLinkAboutC20-087 FCI Constructors IncCONSTRUCTION AGREEMENT
THIS CONSTRUCTION AGREEMENT is dated as of __________, by and between Eagle
County, Colorado a body corporate and politic (hereinafter called “County” or "Owner") whose
address for purposes hereof is P.O. Box 850, 500 Broadway, Eagle, CO 81631, and FCI
Constructors, Inc., a Colorado corporation licensed to work in the State of Colorado (hereinafter
called "Contractor") whose address for purposes hereof is PO Box 1767, Grand Junction, CO
81502.
Owner and Contractor, in consideration of the mutual covenants set forth herein, agree as
follows:
ARTICLE 1 – THE PROJECT AND THE WORK
1.1 The construction project which is the subject matter hereof is generally described as
follows: construction services for remodeling of the existing office space known as the Eagle
County Coroner’s Office (the “Project”) located at 290 Spring Creek Circle, Gypsum Colorado
81637. Contractor shall supply and perform all work to complete the Project as specified in the
Contract Documents (“Work”).
1.2 A more complete description of the Project and a description of the applicable Project site
(the “Site”) is provided by the Contract Documents.
1.3 Capitalized terms that are not defined in this Agreement shall have the meanings ascribed
to them in the General Conditions and (or) the other Contract Documents as applicable.
1.4 The intent of the Contract Documents is to include all items reasonably necessary for
the proper execution and completion of the Work. The Contract Documents are complementary
and what is required by any one shall be binding as if required by all. Based on Contractor’s
careful review of the Contract Documents, Contractor acknowledges that the Contract
Documents require the construction of a completed Project in accordance with the terms hereof.
1.5 Contractor shall perform all the Work required by the Contract Documents or
reasonably inferable therefrom, for the complete construction of the Project in accordance with
the Contract Documents. Contractor shall provide and furnish all materials, supplies, equipment,
tools, implements, all other facilities, and all other labor, supervision, security, transportation,
utilities, storage, appliances and all other services as and when required for or in connection with
the complete construction of the Project.
1.6 If the Work is taking place on property owned by other federal, state or local
governmental entities, or a public utility or other third party, Contractor shall comply with any
additional terms and conditions required by applicable law and (or) applicable permits.
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ARTICLE 2 - OWNER'S REPRESENTATIVE
2.1 The Project is under the authority of the Owner, through the Eagle County Project
Management Department, Josh Miller, or his designee, shall be Owner's liaison with
Contractor with respect to the performance of the Work.
2.2 Contractor’s representative is Gabe Conner.
2.3 Neither Owner’s nor Contractor’s representative shall be changed with less than ten (10)
days prior written notice to the other party.
ARTICLE 3 - CONTRACT TIME
3.1 The Work will be Substantially Complete on or before May 15, 2020. Final Completion
in accordance with the Contract Documents shall occur on or before May 29, 2020.
3.2 Contractor shall employ all such additional labor, services and supervision, including
such extra shifts and over time, as may be necessary to maintain and to achieve Final
Completion in accordance with the Contract Documents on or before May 29, 2020 all
without an increase in the Contract Price.
3.3 LIQUIDATED DAMAGES: Owner and Contractor recognize that time is of the
essence of this Agreement and that Owner will suffer financial loss if the Work is not
substantially complete within the time specified in paragraph 3.1 above, plus any
extensions thereof allowed in accordance with the General Conditions. They also
recognize the delays, expense, and difficulties involved in proving at a legal or
arbitration hearing, the actual loss suffered by Owner if the Work is not substantially
complete on time. Accordingly, instead of requiring such proof, Owner and Contractor
agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay
Owner two hundred fifty dollars ($250.00) for each day that expires after the time
specified in paragraph 3.1 for completion until the Work is Substantially Complete. If
the liquidated damages set forth herein are determined to be invalid or unenforceable
for any reason, Owner reserves the right to seek and recover actual, consequential,
special damages which arise or are the result of Contractor’s failure to achieve
Substantial Completion on or prior to the date set forth in the Contract Documents.
ARTICLE 4 - CONTRACT PRICE
4.1 Owner shall pay Contractor, for Contractor’s performance of the Work under the
Contract Documents, including contingencies, an amount not to exceed two hundred
seventy three thousand one Dollars ($273,111.00) “Contract Price” or “Guaranteed
Maximum Price” or “GMP”). Any project savings, below the Guaranteed Maximum
Price, resulting from bidding of subcontractors and other costs of the work shall accrue
to the County.
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4.2 Notwithstanding anything in the Contract Documents to the contrary, the Contract Price
includes, without limitation, the entire amount of overhead and profit payable to
Contractor in connection with the Work under the Contractor Documents. Contractor
shall not have the right to, nor shall it seek to recover, any additional compensation for
overhead or profit. The quantities associated with unit prices may be adjusted as set
forth in the Contract Documents subject to the not to exceed Contract Price. In no event
shall the unit prices set forth in Contractor’s Proposal Form be adjusted.
4.3 Contractor acknowledges that Owner is a tax exempt entity and that Owner has
appropriated funds for this Project in a sum equal to or in excess of the Contract Price.
4.4 Owner shall pay Contractor for performance of the Work in accordance with the
Contract Documents.
4.5 Pursuant to the provisions of C.R.S. § 24-91-103.6, and notwithstanding anything to
the contrary contained elsewhere in the Contract Documents, no change order or other
form of order or directive by Owner, and no amendment to this Agreement, requiring
additional compensable Work to be performed which Work causes the aggregate
amount payable under the Agreement to exceed the amount appropriated for the original
Agreement, shall be of any force or effect unless accompanied by a written assurance
by Owner that lawful appropriations to cover the costs of the additional Work have been
made or unless such Work is covered under a remedy-granting provision in the
Agreement.
4.6 Eagle County is a governmental entity and all obligations beyond the current fiscal year
are subject to funds being budgeted and appropriated. Specifically, notwithstanding
anything to the contrary contained in this Agreement, Owner shall have no obligations
under this Agreement, nor shall any payment be made to Contractor in respect of any
period after December 31 of each calendar year during the term of this Agreement,
without an appropriation therefore by the Owner in accordance with a budget adopted by
the Board of County Commissioners in compliance with the provisions of Article 25 of
Title 30 of the Colorado Revised Statutes, the Local Government Budget Law (C.R.S. §
29-1-101 et. seq.), and the TABOR Amendment (Constitution, Article X, Sec. 20).
ARTICLE 5 - PAYMENT PROCEDURES
Contractor shall submit Applications for Payment in accordance with the General Conditions.
Applications for Payment will be processed as provided in the General Conditions.
5.1 PROGRESS PAYMENTS: Owner shall make monthly progress payments on account
of the Contract Price and as provided in the Contract Documents. All progress payments
will be on the basis of the progress of the Work. Owner shall have the right to request
and inspect supporting documentation for progress payments, including but not limited
to receipts and invoices evidencing payments of charges associated with the Work.
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5.2 The period covered by each Application for Payment shall be one calendar month
beginning on the first of each month and ending on the last day of the month.
5.3 Each Application for Payment shall be based upon the unit prices, percentage of
completion, and Contract Price and otherwise in accordance with the Contract
Documents. Each Application for Payment shall show actual quantities incorporated
into the Project for each portion of the Work as of the end of the period covered by such
Application for Payment.
5.4 Prior to Completion, Owner shall authorize partial payments at the end of each calendar
month or as soon thereafter as practicable if Contractor is satisfactorily performing the
Agreement. Progress payments will be in an amount equal to:
95% of the Work completed. The withheld percentage of the Contract Price shall
be retained until the Agreement is completed satisfactorily and finally accepted.
5.5 Progress payments and retained funds shall occur in compliance with the General
Conditions attached hereto and C.R.S. § 24-91-103.
5.6 In taking action on Contractor’s Applications for Payment, Owner shall be entitled to
rely on the accuracy and completeness of the information furnished by Contractor and
shall not be deemed to represent that (i) Owner has made a detailed examination, audit
or arithmetic verification of the documentation submitted by Contractor; (ii) Owner has
made exhaustive or continuous on-site inspections of the Work; or (iii) Owner has made
examination to ascertain how or for what purposes Contractor has used amounts
previously paid on the Contract Price.
5.7 FINAL PAYMENT: Upon final completion and acceptance in accordance with the
General Conditions, Owner shall pay the remainder of the Contract Price. The final
payment shall not be made until after final settlement of this contract has been duly
advertised at least ten days prior to such final payment by publication of notice thereof
at least twice in a public newspaper of general circulation published in Eagle County,
and the Board of County Commissioners sitting as the as sole member of Owner has
held a public hearing thereon and complied with C.R.S. § 38-26-107. Final payment
shall be made in accordance with the requirements of the aforesaid statute. Owner shall
make a final settlement in accordance with C.R.S. § 38-26-107 within sixty days after
the contract is completed satisfactorily and finally accepted by Owner.
5.8 Owner may withhold payments due to Contractor, to such an extent as may be
necessary to protect Owner from loss, because of defective work or material not
remedied or the failure of Contractor to carry out the Work in accordance with this
Agreement.
5.9 Contractor acknowledges and agrees that payment shall be made in accordance with
C.R.S. §§ 24-91-103 and 38-26-107 and hereby waives it right to lien the property.
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Contractor shall include the language of this paragraph 5.9 in any subcontracts for the
Project.
ARTICLE 6 - CONTRACTOR'S REPRESENTATIONS
In order to induce Owner to enter into this Agreement, Contractor makes the following
representations:
6.1 Contractor has familiarized himself with the nature and extent of the Contract
Documents, Work, locality, and with all local conditions, and federal, state, and local
laws, ordinances, rules and regulations that in any manner may affect cost, progress, or
performance of the Work.
6.2 Contractor has made, or caused to be made, examinations, investigations, and tests and
studies of such reports and related data as he deems necessary for the performance of
the Work at the Contract Price, within the Contract Time, and in accordance with other
terms and conditions of the Contract Documents; and no additional examinations,
investigations, tests, reports, or similar data are, or will be required by Contractor for
such purposes.
6.3 Contractor has correlated the results of all such observations, examinations,
investigations, tests, reports, and data with the terms and conditions of the Contract
Documents.
6.4 Contractor has given Owner written notice of all conflicts, errors, or discrepancies that
he has discovered in the Contract Documents and the written resolution thereof by
Owner is acceptable to Contractor.
6.5 In performing the Work under this Agreement, the Contractor acts as an independent
contractor and is solely responsible for necessary and adequate worker’s compensation
insurance, personal injury and property damage insurance, as well as errors and
omissions insurance. The Contractor, as an independent contractor, is obligated to pay
federal and state income tax on moneys earned. The personnel employed by the
Contractor are not and shall not become employees, agents or servants of the Owner
because of the performance of any Work by this Agreement.
6.6 Contractor represents and warrants that it holds a license, permit or other special
license, as required by law, to perform the Work required under the Contract
Documents and shall keep and maintain such licenses, permits and special licenses in
good standing and in full force and effect at all times while Contractor is performing the
Work under the Contract Documents.
6.7 Contractor shall maintain insurance as set forth in the General Conditions. Before
permitting any of his subcontractors to perform any Work under this Agreement,
Contractor shall require each of his subcontractors to procure and maintain such
insurance as set forth in the General Conditions.
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ARTICLE 7 - CONTRACT DOCUMENTS
The Contract Documents which comprise the entire Agreement are made a part hereof, and
consist of the following:
7.1 This Agreement including the Contractor’s certificate of insurance.
7.2 Contractor's Proposal Form attached as Exhibit A.
7.3 Proposal Package including Request for GMP Proposals, Instructions to Proposers, if
any is attached as Exhibit B.
7.4 General Conditions (Pages 1 to 34, inclusive) attached as Exhibit C
7.5 Construction Plan Set, Specifications, and Basic Requirements for the Project, including
any addendum thereto, attached as Exhibit D.
7.6 Proposal Schedule Descriptions
7.7 Addenda
7.8 Performance and Payment Bonds.
7.9 Notice of Award and, if any, Notice to Proceed.
7.10 Any modification, including Change Orders, duly delivered after execution of
Agreement.
The parties acknowledge and agree that this Agreement and the General Conditions attached
hereto, shall supersede and control over any inconsistent or contrary provision in any other
attachment or agreement. There are no Contract Documents other than those listed above in this
Article 7. The Contract Documents may only be altered, amended, or repealed by an executed,
written amendment to this Agreement.
ARTICLE 8 – BONDS
8.1 Contractor shall deliver to the Owner the bonds required by the Contract Documents with
the executed Contract Documents and before starting work. Notwithstanding anything to
the contrary contained in the Contract Documents, Owner shall have no liability or
obligation hereunder unless and until the bonds have been so delivered.
ARTICLE 9 - SUBCONTRACTS AND OTHER AGREEMENTS
9.1 Those portions of the Work that Contractor does not customarily perform with
Contractor’s own personnel shall be performed under subcontracts and (or) by other
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appropriate agreements with Contractor (individually a “Subcontract” and collectively
“Subcontracts”).
9.2 All Subcontracts shall conform to provisions of this Agreement. Owner shall have the
right to review and approve each form of Subcontract. By an appropriate written
agreement, Contractor shall require the subcontractor to the extent of the Work to be
performed by the subcontractor, to be bound to Contractor by the terms of the Contract
Documents and to assume toward Contractor all the obligation and responsibility which
Contractor, by these Documents, assumes towards Owner. Said agreement shall preserve
and protect the rights of Owner under the Contract Documents with respect to the Work
to be performed by the subcontractor so that the subcontracting thereof will not prejudice
such rights. Contractor shall require each subcontractor to enter into similar agreements
with its subcontractors. Contractor shall make available to each proposed subcontractor,
prior to the execution of the subcontract, the Contract Documents to which the
subcontractor will be bound by this paragraph 9.2. Each subcontractor shall similarly
make copies of such Contract Documents available to its subcontractors. Owner shall
have the right to review and approve each form of Subcontract.
9.3 Contractor shall be responsible to Owner for the acts and omissions of its agents,
employees, suppliers, subcontractors performing Work under a contract with Contractor
and such subcontractors’ lower-tier subcontractors, agents and employees.
9.4 Nothing contained in the Contract Documents shall be deemed to create any contractual
relationship between any subcontractor of any tier and Owner.
ARTICLE 10 - MISCELLANEOUS
10.1 No assignment by a party hereto of any rights under, or interests in the Contract
Documents will be binding on another party hereto without the written consent of the
party sought to be bound; and specifically, but without limitation, moneys that may
become due and moneys that are due may not be assigned without such consent (except
to the extent that the effect of this restriction may be limited by law), and unless
specifically stated to the contrary in any written consent to an assignment, no
assignment will release or discharge the assignor from any duty or responsibility under
the Contract Documents.
10.2 Owner and Contractor each binds himself, his partners, successors, assigns and legal
representatives to the other party hereto, in respect to all covenants, agreements, and
obligations contained in the Contract Documents.
10.3 Intentionally Omitted.
10.4 Notwithstanding any other provision to the contrary, nothing herein shall constitute a
waiver, express or implied, of any of the immunities, rights, benefits, protection, or
other provisions of the Colorado Governmental Immunity Act, if applicable.
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10.5 This Agreement shall be governed by the laws of the State of Colorado. Jurisdiction
and venue of any suit, right, or cause of action arising under, or in connection with this
Agreement shall be exclusive in District Court for Eagle County, Colorado.
10.6 This Agreement supersedes all previous communications, negotiations and/or contracts
between the respective parties hereto, either verbal or written, and the same not
expressly contained herein are hereby withdrawn and annulled. This is an integrated
agreement and there are no representations about any of the subject matter hereof
except as expressly set forth in the Contract Documents.
10.7 Any notice and all written communications required under this Agreement shall be
deemed properly delivered when (i) personally delivered, (ii) mailed in the United
States mails, first class postage prepaid, (iii) delivered by FedEx or other comparable
courier service, charges prepaid, to the parties at their respective addresses listed below,
(iv) when sent via facsimile so long as the sending party can provide facsimile machine
or other confirmation showing the date, time and receiving facsimile number for the
transmission, or (v) when transmitted via e-mail with confirmation of receipt.
Owner: Eagle County
c/o Eagle County Project Management Department
Attn: Josh Miller
500 Broadway
Post Office Box 850
Eagle, CO 81631
josh.miller@eaglecounty.us
(970) 328-3532 phone
(970) 328-3539fax
Contractor: FCI Constructors, Inc.
PO Box 1767
Grand Junction, CO 81502
Notices delivered in person shall be effective as of the date of delivery, mailed notices will be
deemed given three business days after the date of deposit in a regular depository of the United
States Postal Service, and Fax notices will be deemed given upon transmission, if during
business hours, or the next business day. Either party can change its address for notice by notice
to the other in accordance with this paragraph.
10.8 PROHIBITIONS ON GOVERNMENT CONTRACTS:
As used in this Section 10, the term undocumented individual will refer to
those individuals from foreign countries not legally within the United States as set forth
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in C.R.S. § 8-17.5-101 et. seq. If Contractor has any employees or subcontractors,
Contractor shall comply with these statutory provisions as they relate to undocumented
individuals. By execution of this Agreement, Contractor certifies that it does not
knowingly employ or contract with an undocumented individual who will perform under
this Agreement and that Contractor will participate in the E-verify Program or other
Department of Labor and Employment program (“Department Program”) in order to
confirm the eligibility of all employees who are newly hired for employment to perform
Services under this Contract.
A. Contractor shall not:
(i) Knowingly employ or contract with an illegal alien to perform work under
this contract for services; or
(ii) Enter into a contract with a subcontractor that fails to certify to the
Contractor that the subcontractor shall not knowingly employ or contract
with an illegal alien to perform work under the public contract for
services.
B. Contractor has confirmed the employment eligibility of all employees who are
newly hired for employment to perform work under this Contract through
participation in the E-verify Program or Department Program, as administered by
the United States Department of Homeland Security. Information on applying for
the E-verify program can be found at:
https://www.uscis.gov/e-verify
C. Contractor shall not use either the E-verify program or other Department Program
procedures to undertake pre-employment screening of job applicants while the
public contract for services is being performed.
D. If Contractor obtains actual knowledge that a subcontractor performing work
under the public contract for services knowingly employs or contracts with an
illegal alien, the Contractor shall be required to:
(i) Notify the subcontractor and the Owner within three days that the
Contractor has actual knowledge that the subcontractor is employing or
contracting with an illegal alien; and
(ii) Terminate the subcontract with the subcontractor if within three days of
receiving the notice required pursuant to subparagraph (i) of the paragraph
(D) the subcontractor does not stop employing or contracting with the
illegal alien; except that the Contractor shall not terminate the contract
with the subcontractor if during such three days the subcontractor provides
information to establish that the subcontractor has not knowingly
employed or contracted with an illegal alien.
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E. The Contractor shall comply with any reasonable request by the Department of
Labor and Employment made in the course of an investigation that the department
is undertaking pursuant to its authority established in C.R.S. § 8-17.5-102(5).
F. If Contractor violates these prohibitions, the Owner may terminate the contract
for a breach of the contract. If the contract is so terminated specifically for a
breach of this provision of this Contract, the Contractor shall be liable for actual
and consequential damages to the Owner as required by law.
G. The Owner will notify the office of the Colorado Secretary of State if Contractor
violates this provision of this Contract and the Owner terminates the Contract for
such breach.
10.9 Contractor shall keep full and detailed accounts and exercise such controls as may be
necessary for proper financial management under the Contract Documents, and all such
accounting and control systems shall be satisfactory to Owner. Owner and Owner’s
accountants shall be afforded access to, and shall be permitted to audit and copy
Contractor’s records, books, correspondence, instructions, drawings, receipts,
Subcontracts, purchase orders, vouchers, memoranda and other data relating to the
Contract Documents and Contractor shall preserve these documents for a period of not
less than three (3) years after final payment, or for such longer period as may be required
by law.
10.10 Any indemnity, warranty or guaranty given by Contractor to Owner under the Contract
Documents shall survive the expiration or termination of the Contract Documents and
shall be binding upon Contractor until any action thereunder is barred by the applicable
statute of limitations or as otherwise expressly provided on the Contract Documents.
10.11 The signatories to this Agreement aver to their knowledge, no employee of the Owner
has any personal or beneficial interest whatsoever in the Work or property described in
this Agreement. The Contractor has no interest and shall not acquire any interest, direct
or indirect, that would conflict in any manner or degree with the performance of the
Work and Contractor should not employ any person having such known interests.
10.12 In the event a change order or amendment to the Contract Documents is agreed to by the
parties, the same shall be in writing and executed by both parties. Signature by Owner
may be made by Owner’s project manager, Josh Miller, so long as such change orders
and amendments are within the budget constraints set for the Project. Change orders in
excess of the budgeted amount must be approved by the Board of County Commissioners
with additional funding appropriation allocated to the Project.
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3/5/2020
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PREPARED BY:
PREPARED FOR:
ESTIMATE FOR VE PLANS DATED 12/18/19
February 4, 2020
PROJECT:
EAGLE COUNTY
GYPSUM CO
CORONER'S OFFICE REMODEL
EXHIBIT A
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February 4, 2020
NEW CONST.0
REMODEL 1846
TOTAL SF 1846
DESCRIPTION TOTAL COST COST/SF NOTES TOTAL COST VARIANCE
GENERAL CONDITIONS 29,462$ 15.96$ 41,938$ (12,476)$
31-330000 EARTHWORK & UTILITIES 621$ 0.34$ 621$ (0)$
320000 EXTERIOR IMPROVEMENTS -$ -$ NO WORK ANTICIPATED -$ -$
020000 EXISTING CONDITIONS 2,846$ 1.54$ 2,846$ -$
030000 CONCRETE 2,451$ 1.33$ 2,451$ 0$
040000 MASONRY -$ -$ NO WORK ANTICIPATED -$ -$
050000 METALS -$ -$ NO WORK ANTICIPATED -$ -$
060000 WOODS & PLASTICS 54,042$ 29.28$ 66,971$ (12,929)$
070000 THERMAL & MOISTURE PROTECTION 2,167$ 1.17$ 2,168$ (0)$
080000 OPENINGS 13,264$ 7.19$ 17,711$ (4,447)$
090000 FINISHES 46,114$ 24.98$ 41,794$ 4,321$
100000 SPECIALTIES 40$ 0.02$ 3,535$ (3,495)$
110000 EQUIPMENT 1,855$ 1.00$ 1,855$ -$
120000 FURNISHINGS 2,308$ 1.25$ 2,308$ -$
130000 SPECIAL CONSTRUCTION -$ -$ NO WORK ANTICIPATED -$ -$
140000 CONVEYING SYSTEMS -$ -$ NO WORK ANTICIPATED -$ -$
210000 FIRE SUPPRESSION -$ -$ NO WORK ANTICIPATED -$ -$
220000 PLUMBING 11,090$ 6.01$ 11,373$ (283)$
230000 HVAC 37,156$ 20.13$ 47,739$ (10,583)$
26-27-280000 ELEC/COMM/SECUITY & SAFETY 39,326$ 21.30$ 42,334$ (3,008)$
SUBTOTAL - DIRECT COST 242,742$ 131.50$ 285,643$ (42,901)$
PRECONSTRUCTION FEE -$ -$ -$ -$
CONTINGENCY-ESTIMATING -$ -$ 0.00%-$ -$
CONTINGENCY-CONSTRUCTION 10,000$ 5.42$ 10,000$ -$
BUILDERS RISK INSURANCE 168$ 0.09$ 204$ (36)$
GENERAL LIABILITY INSURANCE 1,988$ 1.08$ 0.75%2,416$ (429)$
PROPERTY SURVEY -$ -$ BY OWNER -$ -$
SOILS INVESTIGATION/GEOTECH ENG -$ -$ BY OWNER -$ -$
MATERIALS TESTING / INSPECTION -$ -$ BY OWNER -$ -$
BUILDING PERMIT -$ -$ BY OWNER -$ -$
PAYMENT/PERFORMANCE BONDS 1,940$ 1.05$ 1 YEAR 2,783$ (843)$
CONSTRUCTION PHASE FEE 15,410$ 8.35$ 6.00%21,073$ (5,663)$
TOTAL ESTIMATED COST 272,248$ 147.48$ 322,119$ (49,872)$
FINAL EST 8/15/19
Project:
EAGLE COUNTY
CORONER'S OFFICE REMODEL
ESTIMATE FOR VE PLANS DATED
12/18/19
EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
DESCRIPTIONQUANTITY UNIT PRICE MATERIAL MATERIAL TAX PRICE EQUIP/SUB PRICELABOR LABOR BURDEN TOTALPROJECT MANAGER0.00 WK-$ -$ -$ -$ -$ -$ -$ -$ -$ SUPERINTENDENT8.00 WK-$ -$ -$ -$ -$ 1,500.00$ 12,000.00$ 8,160.00$ 20,160.00$ PROJECT ENGINEER0.00 WK-$ -$ -$ -$ -$ -$ -$ -$ -$ STORAGE VAN - RENT0.00 MO 225.00$ -$ -$ MOB IN/OUT-$ -$ -$ -$ OFFICE TRAILER0.00 MO 450.00$ -$ -$ MOB IN/OUT-$ -$ -$ -$ -$ JOB SIGN0.00 EA 400.00$ -$ -$ -$ -$ -$ -$ -$ -$ TEMP POWER0.00 MO 200.00$ -$ -$ INSTALL -$ -$ -$ -$ -$ CELL PHONE2.53 MO 125.00$ 316.40$ -$ -$ -$ -$ -$ -$ 316.40$ OFFICE TRAILER PHONE/INTERNET0.00 MO 147.10$ -$ -$ INSTALL -$ -$ -$ -$ -$ COMPUTER/IT SERVICES0.00 MO-$ -$ 245.00$ -$ -$ -$ -$ -$ TEMP FENCE0.00 LF1.00$ -$ -$ -$ -$ 1.50$ -$ -$ -$ OFFICE SUPPLIES, COPIER, PLAN REPRO 0.00 MO 200.00$ -$ -$ -$ -$ -$ -$ -$ -$ TEMP TOILET2.53 MO-$ -$ -$ 330.00$ 835.31$ -$ -$ -$ 835$ TEMP WATER - POTABLE2.53 MO-$ -$ -$ 100.00$ 253.12$ -$ -$ -$ 253.12$ PICKUP RENT2.53 MO 500.00$ 1,265.61$ -$ 685.00$ 1,733.89$ -$ -$ -$ 3,000$ EQUIPMENT RENTAL2.53 MO-$ -$ 200.00$ 506.25$ -$ -$ -$ 506$ EQUIPMENT MAINTENANCE2.53 MO 75.00$ 189.84$ -$ -$ -$ -$ -$ -$ 190$ MISCELLANEOUS SMALL TOOLS2.53 MO 200.00$ 506.25$ -$ -$ -$ -$ -$ -$ 506$ FIRE EXTINGUISHERS2.53 MO 75.00$ 189.84$ -$ -$ -$ -$ -$ -$ 189.84$ SAFETY2.53 MO 75.00$ 189.84$ -$ -$ -$ 75.00$ 189.84$ 129.09$ 509$ FINAL CLEAN **BY SUPERINTENDENT**0.00 SF-$ -$ -$ 0.50$ -$ 230.00$ -$ -$ -$ HOME & OFFICE TRAVEL2.53 MO 197.63$ 500.25$ -$ -$ -$ -$ -$ -$ 500$ SUBSISTENCE1.00 LS-$ -$ -$ 1,496.00$ 1,496.00$ -$ -$ -$ 1,496$ HOUSING2.53MO-$ -$ -$ 395.26$ 1,000.48$ -$ -$ -$ 1,000$ TOTALS3,158.04$ -$ 5,825.05$ 12,189.84$ 8,289.09$ 29,462$ OUT OF AREATEMPORARY FACILITIESEQUIPMENTMISCELLANEOUSEAGLE COUNTYCORONER'S OFFICE REMODELESTIMATE FOR VE PLANS DATED 12/18/19February 4, 2020DIV 1: GENERAL CONDITIONS ONSITE MANAGEMENTEXHIBIT ADocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
320000 EXTERIOR IMPROVEMENTS
NONE SHOWN OR ANTICIPATED -$ -$
320000 EXTERIOR IMPROVEMENTS - TOTALS -$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. ConfidentialEXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
020000 EXISTING CONDITIONS
024116 SELECTIVE BUILDING DEMOLITION
REMOVE AND SALVAGE TOILET FLOOR
MOUNTED GRAB BAR FCI SELF PERFORM/BUYOUT EA 1.00 -$ BY FCI SUPER
REMOVE AND SALVAGE TOILET ACCESSORIES FCI SELF PERFORM/BUYOUT LS 1.00 -$ BY FCI SUPER
SAW CUT SOG FOR STRUCTURAL FCI SELF PERFORM/BUYOUT LF 190.00 9.00$ 1,710$
REMOVE SOG FOR STRUCTURAL FCI SELF PERFORM/BUYOUT SF 67.00 8.00$ 536$
REMOVE AND SALVAGE WATER CLOSET W/ DIV 22 EA 1.00 -$ W/ DIV 22
REMOVE AND SALVAGE VAINITY SINK W/ DIV 22 EA 1.00 -$ W/ DIV 22
DEMO ELECTRICAL W/ DIV 26 LS 1.00 -$ W/ DIV 26
DUMPSTER PULL 1.00 600.00$ 600$
SUBTOTALS - SELECTIVE BUILDING DEMOLITION 2,846$
020000 EXISTING CONDITIONS - TOTALS 2,846$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 5EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
030000 CONCRETE
033000 CAST IN PLACE CONCRETE
FOOTING A - 4X4X10"PAD FOOTER - 1 EA CY 0.54 850.00$ 458$
FOOTING B - 3X3X10"PAD FOOTER - 1 -EA CY 0.31 850.00$ 262$
FOOTING D - 2X2X10"PAD FOOTER - 1 EA CY 0.13 850.00$ 112$
FOOTING C - 1-6X10"STRIP FOOTERS - 24 TOTAL LF CY 1.20 850.00$ 1,019$
PAD FOR CONDENSING UNITS LS 1.00 300.00$ 300$
WASH OUT EA 1.00 300.00$ 300$
SUBTOTALS - CAST IN PLACE CONCRETE 2,451$
030000 CONCRETE - TOTALS 2,451$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 6EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
050000 METALS
NONE SHOWN OR ANTICIPATED -$ -$
050000 METALS - TOTALS -$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 7EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
060000 WOOD & PLASTICS
061000 ROUGH CARPENTRY
LABOR
CARPENTER FORMAN HRS 1.00 5,932.00$ 5,932$
CARPENTER #1 HRS 1.00 5,565.00$ 5,565$
CARPENTER #2 HRS 1.00 5,565.00$ 5,565$
CARPENTER #3 LS 1.00 5,565.00$ 5,565$
MATERIALS & HARDWARE LS 1.00 11,174.55$ 11,175$
TOOLS & EQUIPMENT LS 1.00 1,500.00$ 1,500$
LAYOUT/COORDINATION BY FCI SUPER LS 1.00 -$ BY FCI SUPER
CLEANUP & LABOR BY FCI SUPER LS 1.00 -$ BY FCI SUPER
DUMPSTER PULL 1.00 600.00$ 600$
SUBTOTALS - ROUGH CARPENTRY 35,902$
062000 FINISH CARPENTRY
INT TRIM LABOR LS 1.00 9,975.00$ 9,975$
WOOD DOOR FRAMES W/DIV 8 LS 1.00 10.35$ w/div 8
1x12 SKIRT AT STAIRS LF 60.00 10.35$ 621$
1X6 BASE AT STAIR LANDING LF 8.00 4.57$ 37$
WOOD HANDRAIL LF 50.00 2.95$ 148$
HANDRAIL BRACKETS LF 10.00 10.00$ 100$
1X6 WINDOW JAMBS LF 140.00 4.57$ 640$
1X3 WINDOW CASING LF 420.00 2.10$ 882$
1X8 WINDOW JAMBS LF 42.00 6.32$ 265$
1X8 WINDOW MULLION LF 8.00 6.32$ 51$
1X8 KNEE WALL CAP LF 36.00 6.32$ 228$
1X4 KNEE WALL CAP LF 36.00 3.35$ 121$
SUPPLIES LS 1.00 300.00$ 300$
SUBTOTALS -FINISH CARPENTRY 13,366$
064100 ARCHITECTURAL CASEWORK & COUNTERTOPS
CABINET SUB LS 0.00 -$ -$
BASE CABINETS LF 6.00 315.00$ 1,890$
BASE END PANEL EA 1.00 115.00$ 115$
36" UPPER CABINETS - 15" DEEP L,F 5.50 250.00$ 1,375$
24" UPPER CABINETS - 15" DEEP LF 2.50 230.00$ 575$
PLAM TOP WITH BACK SPLASH SF 17.33 30.00$ 520$
PLAM CAP ON UPPER CABINETS SF 10.00 30.00$ 300$
SUBTOTALS - ARCHITECTURAL CASEWORK & COUNTERTOPS 4,775$
060000 WOODS & PLASTICS - TOTALS 54,042$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 8EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
070000 THERMAL & MOISTURE PROTECTION
072000 ACOUSTIC & THERMAL PROTECTION
INSULATIONS LS 1.00 1,798.00$ 1,798$
SUBTOTALS - ACOUSTIC & THERMAL PROTECTION 1,798$
078000 FIRE & SMOKE PROTECTION
FIRE & SMOKE CAULKING SF 1,846.00 0.10$ 185$
SUBTOTALS - FIRE & SMOKE PROTECTION 185$
079000 JOINT PROTECTION
MISC CAULKING SF 1,846.00 0.10$ 185$
SUBTOTALS - JOINT PROTECTION 185$
070000 THERMAL & MOISTURE PROTECTION - TOTALS 2,167$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 9EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
080000 OPENINGS
081400 WOOD DOORS
081100 FRAMES, DOORS & HARDWARE
SUPPLY COLORADO DOORWAYS LS 1.00 8,043.00$ 8,043$
3-0 X 7-0 WOOD JAMB - 1 HOUR EA 3.00 -$ w/above
3-0 X 7-0 WOOD JAMB EA 2.00 -$ w/above
3-0 X 7-0 FLUSH STEEL DOOR - 1 HOUR EA 3.00 -$ w/above
3-0 X 7-0 FLUSH STEEL DOOR EA 2.00 -$ w/above
HDW 1 - PASSAGE, FLOOR STOP,
CLOSER, GASKETS, AUTO BOTTOM SET 1.00 -$ w/above
HDW 2 - STOREROOM, WALL STOP,
CLOSER, GASKETS, AUTO BOTTOM SET 1.00 -$ w/above
HDW 3 - PASSAGE, WALL STOP, CLOSER,
GASKETS, AUTO BOTTOM SET 1.00 -$ w/above
HDW 4 - PASSAGE, FLOOR STOP SET 1.00 -$ w/above
HDW 5 - PASSAGE, WALL STOP SET 1.00 -$ w/above
INSTALLATION FCI SELF PERFORM
3-0 X 7-0 WOOD JAMB - 1 HOUR W/DIV 6 FINISH CARPENTRY EA 3.00 -$ W/DIV 6 FINISH CARPENTRY
3-0 X 7-0 WOOD JAMB W/DIV 6 FINISH CARPENTRY EA 2.00 -$ W/DIV 6 FINISH CARPENTRY
3-0 X 7-0 FLUSH STEEL DOOR - 1 HOUR EA 3.00 140.00$ 420$
3-0 X 7-0 FLUSH STEEL DOOR EA 2.00 140.00$ 280$
HDW 1 - PASSAGE, FLOOR STOP,
CLOSER, GASKETS, AUTO BOTTOM SET 1.00 140.00$ 140$
HDW 2 - STOREROOM, WALL STOP,
CLOSER, GASKETS, AUTO BOTTOM SET 1.00 140.00$ 140$
HDW 3 - PASSAGE, WALL STOP, CLOSER,
GASKETS, AUTO BOTTOM SET 1.00 70.00$ 70$
HDW 4 - PASSAGE, FLOOR STOP SET 1.00 70.00$ 70$
HDW 5 - PASSAGE, WALL STOP SET 1.00 70.00$ 70$
SUBTOTALS - FRAMES, DOORS & HARDWARE 9,233$
088100 GLAZING
ENTRY CORRIDOR/PROCESSING RATED
GLAZED WINDOW EAGLE GLASS SF 14.00 180.00$ 2,520$
OFFICE 1 NON-RATED WINDOWS EAGLE GLASS SF 14.00 53.95$ 755$
OFFICE 2 NON-RATED GLAZED WINDOW EAGLE GLASS SF 14.00 53.95$ 755$
SUBTOTALS - GLAZING 4,031$
080000 OPENINGS - TOTALS 13,264$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 10EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY
LABOR
PRICE
($/MH)
PRODUCTION
RATE
(UNITS/MH)
PRODUCTION
TIME
(MH/UNIT)
MANHOURS
UNIT
PRICE
LABOR
TOTAL LABOR UNIT PRICE
MATERIAL
TOTAL
MATERIAL
UNIT PRICE
EQUIP/SUB
TOTAL
EQUIP/SUB
UNIT PRICE
TOTAL TOTAL
090000 FINISHES
092000 DRYWALL & ACT
SOUND INSULATION - WALLS AND FLOOR W/DIV 7 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ W/DIV 7
DRYWALL SUB LS 1.00 -$ 0.00 -$ -$ -$ -$ 22,936.00$ 22,936$ 22,936.00$ 22,936$
GYP DECK - (1) LAYER 1/2" TYPE X & (1)
LAYER 5/8" TYPE X SF 347.60 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP HARD LID - (1) LAYER 5/8" TYPE X SF 391.60 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP HARD LID AT BOTTOM OF STAIRS -
(2) LAYERS 5/8" TYPE X SF 107.80 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP WALL ON METAL HAT CHANNEL -
(1) LAYER 5/8 SF 785.40 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP WALL ON WOOD - (1) LAYER 5/8
BOTH SIDES SF 3655.30 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP WALL ON WOOD - (1) LAYER 5/8'"
ONE SIDE SF 490.60 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP WALL ON WOOD KNEE WALL - (1)
LAYER 5/8 EACH SIDE SF 287.10 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
ADD FOR MR BOARD SF 1176.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
ACT CEILINGS SF 448.80 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP WALL - FINISH EXISTING SF 1411.30 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP HARD LID - FINISH EXISTING SF 287.10 -$ 0.00 -$ -$ -$ -$ 2.00$ 574$ 2.00$ 574$
TOUCH UP/REPAIR DRYWALL LS 1.00 65.00$ 16.00 16.00 1,040.00$ 1,040$ -$ -$ -$ -$ 1,040.00$ 1,040$
LAYOUT/COORDINATION BY FCI SUPER LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ BY FCI SUPER
CLEANUP & LABOR BY FCI SUPER LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ BY FCI SUPER
DUMPSTERS PULLS 1.00 -$ 0.00 -$ -$ 600.00$ 600$ -$ -$ 600.00$ 600$
SUBTOTALS - DRYWALL & ACT 1,040$ 600$ 23,510$ 25,150$
096500 FLOORING
FLOORING SUB RUGGS BENDICT LS 1.00 -$ 0.00 -$ -$ -$ -$ 6,047.95$ 6,048$ 6,047.95$ 6,048$
CARPET STAIRS SF 97.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
CARPET SF 492.80 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
LVT SF 328.90 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
4" RUBBER BASE LF 326.70 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
6" RUBBER BASE
ALLOWANCE - NOT LISTED ON
FINISH SHEDULE, BUT CAN BE
SEEN ON 1/A401
LF 108.90 -$ 0.00 -$ -$ -$ -$ 5.00$ 545$ 5.00$ 545$
FLOOR TILE ALLOWANCE - LISTED AS "TBD"
ON THE FINISH SCHDULE SF 56.35 -$ 0.00 -$ -$ -$ -$ 15.00$ 845$ 15.00$ 845$
WALL TILE ALLOWANCE - LISTED AS "TBD"
ON THE FINISH SCHDULE SF 108.90 -$ 0.00 -$ -$ -$ -$ 12.00$ 1,307$ 12.00$ 1,307$
ADDITIONAL FLOOR PREP SF 878.05 -$ 0.00 -$ -$ -$ -$ 0.25$ 220$ 0.25$ 220$
SUBTOTALS - FLOORING -$ -$ 8,964$ 8,964$
099000 PAINTING & COATINGS
PAINTING SUB SMUGGLERS LS 1.00 -$ 0.00 -$ -$ -$ -$ 10,600.00$ 10,600$ 10,600.00$ 10,600$
GYP CEILINGS LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
GYP WALLS LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
WOOD DOOR FRAME & CASING LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
METAL DOOR FRAME LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
METAL DOOR FRAME LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
WOOD WINDOW FRAME & CASING LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
METAL WINDOW FRAME LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
STAIR HANDRAIL LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
STAIR SKIRT BOARD LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
KNEE WALL CAP LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
MECH LOUVERS LS 1.00 -$ 0.00 -$ -$ -$ -$ -$ -$ -$ w/above
TOUCH UP LS 1.00 50.00$ 16.00 16.00 800.00$ 800$ -$ -$ 600.00$ 600$ 1,400.00$ 1,400$
SUBTOTALS - PAINTING & COATINGS 800$ -$ 11,200$ 12,000$
090000 FINISHES - TOTALS 1,840$ 600$ 43,674$ 46,114$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
LABOR MATERIALS EQUIPMENT/SUB
FCI Constructors, Inc. Confidential Page 11EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
100000 SPECIALTIES
101400 SIGNAGE
NONE SHOWN -$ -$
SUBTOTALS - SIGNAGE -$
102800 TOILET, BATH, & LAUNDRY ACCESSORIES
REINSTALL TOILET ACCESSORIES LABOR BY FCI SUPER LS 1.00 40.00$ 40$
SUBTOTALS - TOILET, BATH, & LAUNDRY ACCESSORIES 40$
104400 FIRE PROTECTION SPECIALTIES
NONE SHOWN -$ -$
SUBTOTALS - FIRE PROTECTION SPECIALTIES -$
100000 SPECIALTIES - TOTALS 40$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 12EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
110000 EQUIPMENT
113000 RESIDENTIAL EQUIPMENT
SUMMIT APPLIANCE AL54SSHW -
UNDERCOUNTER REFRIGERATOR INSTALL LABOR BY FCI SUPER EA 1.00 1,055.00$ 1,055$
INNOWAVE CHILLER GF - WATER CHILLER INSTALL W/DIV 22 EA 1.00 800.00$ 800$
SUBTOTALS - RESIDENTIAL EQUIPMENT 1,855$
110000 EQUIPMENT - TOTALS 1,855$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 13EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
120000 FURNISHINGS
122100 WINDOW TREATMENTS
WINDOW BLIND SUB AMBASSADOR BLINDS LS 1.00 2,308.00$ 2,308$
4-0 X 4-6 SOLAR SCREEN ROLL MECHO OFFICE 2 & STAIR EA 3.00 -$ w/above
4-0 X 3-6 WOOD HUNTER DOUGLASS ENTRY WALL EA 1.00 -$ w/above
SUBTOTALS - WINDOW TREATMENTS 2,308$
`
120000 WINDOW TREATMENTS - TOTALS 2,308$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 14EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
220000 PLUMBING
220000 PLUMBING
PLUMBING SUB LS 1.00 11,090.00$ 11,090$
REMOVE AND SALVAGE WATER CLOSET EA 1.00 -$ w/above
REMOVE AND SALVAGE VANITY SINK EA 1.00 -$ w/above
SUPPLY/DVW ROUGH IN FOR NEW SINK COPY AREA LS 1.00 -$ w/above
CONDENSATE PIPING EA 2.00 -$ w/above
NEW SINK - ELKAY CROSSTOWN
EFRU21151OT COPY AREA EA 1.00 -$ w/above
NEW FAUCET - MOEN SLEEK 7864 COPY AREA EA 1.00 -$ w/above
INNOWAVE CHILLER GF WATER CHILLER -
INSTALL COPY AREA EA 1.00 -$ w/above
REINSTALL WATER CLOSET EA 1.00 -$ w/above
REINSTALL VANITY SINK EA 1.00 -$ w/above
LAYOUT/COORDINATION BY FCI SUPER LS 1.00 -$ BY FCI SUPER
CLEANUP & LABOR BY FCI SUPER LS 1.00 -$ BY FCI SUPER
SUBTOTALS - PLUMBING 11,090$
220000 PLUMBING - TOTALS 11,090$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 15EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
230000 HVAC
230000 HVAC
HVAC SUB LS 1.00 36,556.00$ 36,556$
ERV-1 EA 1.00 -$ w/above
DUCTWORK & GRD'S FOR ERV-1 LS 1.00 -$ w/above
CU-1 EA 1.00 -$ w/above
CU-2 EA 1.00 -$ w/above
BB-1 EA 1.00 -$ w/above
AC-1 EA 1.00 -$ w/above
AC-2 EA 1.00 -$ w/above
AC-3 ROUGH IN FOR FUTURE UNIT LS 1.00 -$ w/above
AC-4 EA 1.00 -$ w/above
AC-5 EA 1.00 -$ w/above
RE-ROUTE DUCTWORK TO EXISTING
EXHAUST FAN LS 1.00 -$ w/above
LAYOUT/COORDINATION BY FCI SUPER LS 1.00 -$ BY FCI SUPER
CLEANUP & LABOR BY FCI SUPER LS 1.00 -$ BY FCI SUPER
DUMPSTERS PULLS 1.00 600.00$ 600$
SUBTOTALS - HVAC 37,156$
230000 HVAC - TOTALS 37,156$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 16EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
260000 ELECTRICAL
262000 POWER AND LIGHTING
ELECTRICAL SUB LITTELL ELECTRIC LS 1.00 29,281.68$ 29,282$
DEMO AS NEEDED FOR NEW LAYOUT LS 1.00 -$ -$
REWORK PANEL/ADD CIRCUITS FOR
NEW LAYOUT LS 1.00 -$ -$
LINE VOLTAGE TO MECH EQUIPMENT LS 1.00 -$ -$
B - FIXTURES EA 7.00 -$ -$
B2 - FIXTURES EA 9.00 -$ -$
S - FIXTURES EA 6.00 -$ -$
UNDER CABINET LIGHTING EA 4.00 -$ -$
ADD FIXTURE TO MATCH EXISTING BAY
LIGHT EA 1.00 -$ -$
EXIT/EMERGENCY LIGHTING EA 8.00 -$ -$
DATA/PHONE/WIFI LS 1.00 -$ -$
LAYOUT/COORDINATION BY FCI SUPER LS 1.00 -$ BY FCI SUPER `
CLEANUP & LABOR BY FCI SUPER LS 1.00 -$ BY FCI SUPER
SUBTOTALS - POWER AND LIGHTING 29,282$
284600 FIRE ALARM
COMPLETE DESIGN BUILD FA SYSTEM FTS LS 1.00 10,044.00$ 10,044$
SUBTOTALS - FIRE ALARM 10,044$
270000 ELECTRICAL - TOTALS 39,326$
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 17EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
2/4/2020
NEW CONST.0
RENOVATION 1973
TOTAL SF 1973
DESCRIPTION TOTAL COST COST/SF NOTES
GENERAL CONDITIONS -$ -$
020000 EXISTING CONDITIONS 204$ 0.10$
030000 CONCRETE 270$ 0.14$
22-240000 PLUMBING & HVAC 290$ 0.15$
SUBTOTAL - DIRECT COST 764$ 0.39$
PRECONSTRUCTION FEE -$ -$
CONTINGENCY-ESTIMATING -$ -$ 0.00%
CONTINGENCY-CONSTRUCTION -$ -$ 0.00%
BUILDERS RISK INSURANCE 3$ 0.00$
GENERAL LIABILITY INSURANCE 7$ 0.00$ 0.75%
PROPERTY SURVEY -$ -$ BY OWNER
SOILS INVESTIGATION/GEOTECHNICAL ENGINEERING -$ -$ BY OWNER
MATERIALS TESTING / INSPECTION -$ -$ BY OWNER
BUILDING PERMIT -$ -$ BY OWNER
PAYMENT/PERFORMANCE BONDS 11$ 0.01$ 2 YEAR
CONSTRUCTION PHASE FEE 78$ 0.04$ 10.00%
TOTAL ESTIMATED COST 863$ 0.44$
Project:
EAGLE COUNTY
CORONER'S OFFICE REMODEL
ALTERNATE #1
ESTIMATE FOR VE PLANS DATED
12/18/19
EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
February 4, 2020
DESCRIPTION COMMENTS/SUBCONTRACTOR UNIT OF
MEASURE QUANTITY UNIT PRICE
TOTAL TOTAL
ALT #1 LOWER FLOOR DRAIN
024116 SELECTIVE BUILDING DEMOLITION
SAW CUT SOG FOR PLUMBING ACCESS LF 12.00 11.00$ 132$
REMOVE SOG FOR PLUMBING ACCESS SF 9.00 8.00$ 72$
SUBTOTALS - SELECTIVE BUILDING DEMOLITION 204$
033000 CAST IN PLACE CONCRETE
PATCH BACK SOG SF 9.00 30.00$ 270$
SUBTOTALS - CAST IN PLACE CONCRETE 270$
220000 PLUMBING
LOWER FLOOR DRAIN EA 1.00 290.00$ 290$
SUBTOTALS - PLUMBING 290$
ALT #1 LOWER FLOOR DRAIN 764$
ALTERNATE #1
Project:
EAGLE COUNTY
GYPSUM CO
ESTIMATE FOR VE PLANS DATED 12/18/19
FCI Constructors, Inc. Confidential Page 19EXHIBIT A
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
Activity NameOriginalDurationStartFinishEagle County Coroners Office Remodel5009-Mar-2015-May-20Construction5009-Mar-2015-May-20Mobilize209-Mar-2010-Mar-20Temporary Partitions210-Mar-2011-Mar-20Demolition311-Mar-2013-Mar-20MEP Undergound316-Mar-2018-Mar-20Slab Pour Backs219-Mar-2020-Mar-20Framing623-Mar-2030-Mar-20MEP Rough-in531-Mar-2006-Apr-20Hang & Tape Drywall707-Apr-2015-Apr-20Painting416-Apr-2021-Apr-20Acoustic Ceilings422-Apr-2027-Apr-20Specialties322-Apr-2024-Apr-20Casework & Trim628-Apr-2005-May-20Doors & Hardware328-Apr-2030-Apr-20MEP Trim528-Apr-2004-May-20Flooring306-May-2008-May-20Final Clean511-May-2015-May-20Punch List511-May-2015-May-20Turn Over015-May-202402091623300613202704111825March 2020April 2020May 2020Eagle County Coroners Office RemodelConstructionMobilizeTemporary PartitionsDemolitionMEP UndergoundSlab Pour BacksFramingMEP Rough-inHang & Tape DrywallPaintingAcoustic CeilingsSpecialtiesCasework & TrimDoors & HardwareMEP TrimFlooringFinal CleanPunch ListTurn OverEXHIBIT ADocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
REQUEST FOR GMP PROPOSAL
FOR
EAGLE COUNTY CORONER’S OFFICE BUILDOUT
PROPOSAL ISSUE
June 25, 2019
GMP TO BE RECEIVED BY
July 30, 2019
GMP TO BE SENT TO:
PROJECT MANAGEMENT DEPARTMENT
JOSH MILLER, CONSTRUCTION MANAGER
P.O. BOX 850, EAGLE, COLORADO 81631
3289 COOLEY MESA ROAD, GYPSUM, CO 81637
Josh.miller@eaglecounty.us
EXHIBIT B
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TABLE OF CONTENTS
List of Drawings ………………………………………………………………………………………………………………
Invitation for Proposals…….…………………………………………………………………………………………….
Instructions to Proposers……………………………………………………………………………………………….
Proposal Form……………………………………………………………………………………………………………….
Proposal Submittal Checklist……………………………………………………………………………………………
Supplemental Unit Pricing……………………………………………………….……………………………………..
Proposed Subcontractor Form…………………………………………………………………………………………
Proposer Qualifications….………………………………………………………….......................................
Sample Agreement.…………………………………………………………………………………………………………
General Conditions………………………………………………………………………………………………………….
Specifications...……………………………………………………………………………………………………………….
EXHIBIT B
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LIST OF CONSTRUCTION DRAWINGS
The following is a complete list of the construction drawings that are included in
the Proposal Package (the “Construction Drawings”).
Sheet No. Sheet Name Most Current Date
G-001 TITLE SHEET, GENERAL NOTES 6/14/19
A-101 EXISTING AND PROPOSED FIRST FLOOR PLANS, DETAILS 6/14/19
A-102 PROPOSED SECOND FLOOR PLANS, DETAILS 6/14/19
A-103 PROPOSED REFLECTED CEILING PLANS, DETAILS 6/14/19
A-301 WALL SECTION AND DETAILS 6/14/19
A-401 INTERIOR ELEVATIONS, DETAILS 6/14/19
A-402 INTERIOR ELEVATIONS, DETAILS 6/14/19
A-601 SCHEDULES 6/17/19
S1.1 GENERAL NOTES LEGEND AND SHEET INDEX 6/12/19
S1.1 EXISTING & PROPOSED FOUNDATION PLANS & DETAILS 6/12/19
S2.2 PROPOSED SECOND FLOOR & CEILING PLANS & DETAILS 6/12/19
S2.3 FRAMING DETAILS 6/12/19
M1.0 MECHANICAL LEGEND SPEC’S & SEQUENCE 6/12/19
M1.1 MECHANICAL SCHEDULES 6/12/19
M2.0 MAIN LEVEL HVAC PLAN 6/12/19
M2.1 2ND FLOOR HVAC PLAN 6/12/19
E1.0 ELECTRICAL LEGEND, SPECS, & DETAILS 6/12/19
E1.1 ELECTRICAL ONE-LINE & PANEL SCHEDULES 6/12/19
E2.0 POWER & SYSTEMS PLAN 6/12/19
EXHIBIT B
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[End of Section]
EXHIBIT B
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INVITATION FOR GMP PROPOSALS
Guaranteed Maximum Price (“GMP”) Proposal Issue: June 25, 2019
Project: EAGLE COUNTY CORONER’S OFFICE BUILDOUT
Project Location: 290 Spring Creek Circle, Gypsum, Colorado 81637
Eagle County is soliciting GMP Proposals for construction services for the interior remodeling
and buildout of existing space known as the Eagle County Coroner’s Office (the “Project”)
located at 290 Spring Creek Circle, Gypsum, Colorado 81637. Construction services to be
provided include, but are not limited to, framing, drywall, interior finishes, mechanical and
electrical systems as per the Construction Drawings.
GMP Proposals for the Project must be sent to Josh Miller, Construction Manager, via U.S. mail
addressed to the Eagle County Project Management Department, ATTN: Josh Miller,
Construction Manager, P.O. Box 850, Eagle, CO 81631-0850; or by FedEx, UPS, DHL, or hand
delivered to the Eagle County Project Management Department, Eagle County Maintenance
Service Center, ATTN: Josh Miller, 3289 Cooley Mesa Road, Gypsum Colorado, 81637; or by
email to:. GMP Proposals shall be submitted in a sealed envelope clearly marked “Proposal for
Eagle County Coroner’s Office Buildout” on the outside of the envelope/package. The outside of
the envelope must also contain the name and address of the Proposer. If submitted by email,
the subject line shall contain “Proposal for Eagle County Coroner’s Office Buildout”. GMP
Proposals must be received on or before 3:00 p.m., MDT on July 30, 2019 in order to be
considered. All documents submitted with the GMP Proposal shall be clearly marked with the
Proposer’s name.
No GMP Proposals will be considered which are received after the date and time set forth
above and any Proposals received after such date and time will not be considered and will be
returned to the Proposer unopened unless good cause is shown as determined by Eagle County
in its sole discretion. Sole responsibility rests with the Proposer to ensure that their Proposal is
received on time at the stated location.
The Owner of the Project, EAGLE COUNTY (hereinafter referred to as the “Owner”) presently
anticipates reviewing the GMP Proposals from July 31, 2019 to August 7, 2019 and issuing a
Notice of Award to the Successful Proposer by approximately August 14, 2019.
The Successful Proposer will be required to enter into an agreement with the Owner and to
furnish certification of specific insurance requirements and performance bonds required for
contracts with Owner prior to the commencement of any services.
EXHIBIT B
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All Proposers are required to attend a mandatory pre-proposal meeting and Site visit on July 10,
2019 at 1:30 p.m., local time at the Eagle County Coroner’s Office. Failure to attend will result in
disqualification of a Proposer’s Proposal, in Eagle County’s sole discretion. Potential
subcontractors are encouraged to attend.
The Construction Drawings and the Specifications for the Project may be obtained electronically
from the Eagle County Project Management Department Office from the Construction
Manager, Josh Miller, josh.miller@eaglecounty.us. The Drawings and Specifications are also
available at www.eaglecounty.us.
Owner reserves the right, in its sole discretion, to accept or reject any and all Proposals, to
waive any informality or technicality in any Proposal, to negotiate contract terms with a
Proposer, to add or delete work on the Proposal and adjust cost accordingly, to disregard all
non-conforming, non-responsive or conditional Proposals and to postpone the award of the
Project Agreement for a period not exceeding ninety (90) days after review of the GMP
Proposals.
Any questions concerning this Proposal shall be directed in writing (e-mail) to:
Josh Miller, Construction Manager
Email: josh.miller@eaglecounty.us
[End of Section]
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
INSTRUCTIONS TO PROPOSERS
1. Defined Terms
Terms used in these Instructions to Proposers which are defined elsewhere in the Contract
Documents have the same meanings. The term "Successful Proposer" means the most
qualified, responsible Proposer to whom the Owner (on the basis of Owner's evaluation as
hereinafter provided) makes an award.
“Applicable Requirements” means all federal, state and local laws, statutes, ordinances,
codes, rules, regulations, orders, judgments and decrees applicable to the Work.
“Construction Schedule” means a document containing specific time periods and deadlines
associated with construction of the Project and performance of the Work.
“Contractor” means the company that enters into and undertakes a Project Agreement to
provide material and labor to complete the Project.
“Contract Time” means the time between the signing of the Project Agreement and Final
Completion.
“Contract Price” means the compensation for the Work, as specified in the Project Agreement
authorizing the Work to be performed.
“County” means Eagle County, Colorado a body corporate and politic.
“Effective Date” means the date upon which the Project Agreement is signed.
“Final Completion” means (a) the Work has passed all applicable inspections and Contractor
has obtained all required approvals, permits, certificates and sign-offs from the appropriate
agencies, including governmental authorities and utilities, (b) all Work, including all punch list
Work, has been completed to Owner’s satisfaction, as evidenced by a written approval notice
to Contractor from Owner’s Authorized Representative and (c) Contractor has delivered to
Owner the as-built Plans, and other documentation required and cleaned the Site.
“General Conditions” means the general conditions as set forth in the Contract Documents.
“Owner” means EAGLE COUNTY.
“Payment Authorization” means all written authorizations that Owner requires Contractor to
submit with invoices for payment.
“Phase” means a portion of the Project defined as such.
“Plans” means the official plans, drawings, Working drawings, or supplemental drawings or
EXHIBIT B
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exact reproductions thereof, approved by Owner’s Authorized Representative, which show the
location, character, dimensions, and details of the Work.
“Project” means the construction project specified in the Project Agreement and Scope of
Work; in the total construction of which the Work may be the whole or a part.
“Project Agreement” means the legally binding contract that is signed by the Owner and the
Contractor to successfully complete the Project defined by the Contract Documents.
“Proposal” means the offer or proposal of the Proposer submitted on the prescribed Proposal
Form setting forth the prices for the Project to be constructed.
“Proposal Package” means all documents and drawings provided to the Contractor for
Proposing purposes, consisting of: List of Construction Drawings, Request for GMP Proposals,
Instructions to Proposers, Proposal Form, Proposal Submittal Checklist, Supplemental Unit
Pricing, Proposed Subcontractor Form, Proposer’s Qualifications, General Conditions, General
Requirements, Technical Specifications and Sample Project Agreement.
“Proposal Form” means the form of the offer or proposal setting forth the Project to be
constructed.
“Proposer” means any individual, firm or corporation submitting a GMP Proposal for the
Project contemplated, acting directly or through a duly authorized representative.
“Punch List” means a list of issues compiled by the Owner and Owner’s Representative that
need to be resolved by the Contractor prior to Final Completion.
“Site” means the physical location of the Project(s).
“Special Conditions” means the specific clauses setting forth conditions or requirements
peculiar to the Project, covering Work or materials involved in the Proposal which are not
thoroughly or satisfactorily stipulated in the General Conditions or Specifications.
“Substantial Completion” means the Work (or a specified part thereof) has progressed to the
point where, in the opinion of Owner as evidenced by its definitive certificate of substantial
completion, it is sufficiently complete, in accordance with the Contract Documents, so that the
Work (or specified part) can be utilized for the purposes for which it was intended; or if there
be no such certificate issued, when final payment is due in accordance with the General
Conditions. The terms “substantially complete” and “substantially completed” as applied to
any Work refer to substantial completion thereof.
“Specifications” means the specifications specified in the Scope of Work in drawing and
document format.
“Subcontractor” means an individual or entity having a direct contract with the Contractor or
EXHIBIT B
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with any other Subcontractor for the performance of a portion of the Work.
“Supervisor” means Contractor’s Supervisor designated under the Contract Documents.
“Time and Material Authorization” or “TMA” means a document, which will be provided to
Owner by Contractor identifying hourly charges for specific Work to be performed and
equipment to be used to complete the Project.
"Work" or “Scope of Work” means the Work specified in the Construction Drawings and the
Technical Specifications.
2. Contract Documents
a. The Contract Documents consist of the following:
1. Project Agreement
2. Contractor’s Proposal Form
3. Request for GMP Proposals and Instructions to Proposers
4. General Conditions
5. Construction Drawings
6. Specifications
7. Proposal Schedule Descriptions
8. Addenda
9. Performance and other Bonds
10. Notice of Award and Notice to Proceed
11. Change Orders
In case of a discrepancy between the documents, the order of precedence is as listed above.
b. The Construction Drawings and Specifications are available at www.eaglecounty.us or
electronically through the Owner’s Representative, Josh Miller, josh.miller@eaglecounty.us.
Proposers will be responsible for all printing costs. Hard copy plan sets can be sent to a
Proposer upon request at a cost of $150.00. Checks should be made payable to Menendez
Architects.
c. Complete sets of Contract Documents shall be used in preparing Proposals. Neither Owner, nor
Owner’s Representative assume any responsibility for errors or misinterpretations resulting
from the use of incomplete sets of Contract Documents.
d. The Owner reserves the right to issue Addenda. Proposers shall provide an e-mail address to
which the Owner can e-mail the Addenda or notice thereof. In the event the Proposer does
not have an e-mail address, the Proposer shall provide a telephone number where the Owner
can notify the Proposer by phone of the Addenda. The Proposer shall be responsible for
obtaining any Addenda.
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
e. The Owner, in making Contract Documents available, does so only for the purpose of
obtaining Proposals on the Work and does not confer a license or grant for any other use.
3. Qualifications of Proposers
To demonstrate qualifications to perform the Work, each Proposer is required to complete and
submit the attached Proposer's Qualification Statement with its Proposal.
4. Examination of Contract Documents and Site
a. Before submitting a Proposal, each Proposer shall (a) examine the Contract Documents
thoroughly; (b) visit the Site to become familiar with local conditions that in any manner
affect cost, progress or performance of the Work; (c) become familiar with federal, state and
local laws, ordinances, rules and regulations that in any manner affect cost, progress or
performance of the Work; and (d) study and carefully correlate the Proposer’s observations
with the Contract Documents.
b. A mandatory pre-Proposal meeting for all Proposers will take place on July 10, 2019 at 1:30
p.m., local time at the Eagle County Coroner’s Office, 290 Spring Creek Circle, Gypsum,
Colorado. Site visits must be scheduled by contacting Josh Miller 970-328-3532 to review
the area of Work.
c. The submission of a Proposal shall constitute an incontrovertible representation by the
Proposer of compliance with every requirement of the Contract Documents, and that the
Contract Documents are sufficient in scope and detail to indicate and convey understanding
of all terms and conditions for performance of the Work.
d. A $10,000.00 contingency will be included into the Contract Price for unforeseen conditions
or emergencies (“Contingency”). Any expenditure of the Contingency must be expressly
approved in writing by Owner.
5. Interpretations
All questions about the meaning or intent of the Contract Documents shall be submitted to the
Owner’s Representative, Josh Miller, in writing. Replies shall be issued by Addenda. The last day
for interpretation of the Contract Documents is July 23, 2019. Questions received after 5:00 pm
on this date shall not be answered. All Addenda shall be issued by the Owner’s Representative
no later than 5:00 pm on July 24, 2019. Only questions answered by formal written Addenda
shall be binding. The Owner has not and will not authorize anyone to orally interpret any of the
Contract Documents and any such oral or other interpretations or clarifications shall be without
legal effect.
EXHIBIT B
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6. Proposal Security
INTENTIONALLY OMITTED
7. Substitute Material and Equipment
a. The Project Agreement, if awarded, will be on the basis of material and equipment described
in the Construction Drawings as specified in the Technical Specifications without
consideration of possible substitute or “or-equal” items. Whenever it is indicated in the
Construction Drawings, or specified in the Technical Specifications, that a substitute or “or-
equal” item of material or equipment may be furnished or used by Contractor if acceptable to
Owner, application for such acceptance will not be considered by Owner until after the
effective date of the Project Agreement.
8. Proposal Form
a. Proposer shall submit one hard copy of completed Proposal Form.
b. The Proposer shall submit a completed Proposal Form. Amounts shall by typed and not
handwritten.
c. Proposal Forms shall be clearly printed, so as to be legible. Proposals may be disqualified if
they are illegible, as determined by the Owner or Owner’s Representative.
d. Proposals by corporations must be executed in the corporate name by the president or a
vice-president (or other corporate officer accompanied by evidence of authority to sign)
and the corporate seal must be affixed and attested by the secretary or an assistant
secretary. The corporate address and state of incorporation shall be shown.
e. Proposals by partnerships must be executed in the partnership name and signed by a
general partner, whose title must appear under the signature, and the official address of
the partnership must be shown below the signature.
f. All names must be typed or printed by the signature.
g. Proposers are required to complete all Proposal Schedules with amount to be typed and not
handwritten. If all Proposal Schedules are not complete, the Proposal will be considered
incomplete and may be rejected in the sole discretion of the Owner. Proposals with other
omissions may also be rejected in the sole discretion of the Owner.
h. Alterations of the Proposal Form will not be accepted.
EXHIBIT B
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9. Submission of Proposals
Proposals shall be submitted in the manner and at the time and place indicated in the Request
for GMP Proposals. Proposals shall be submitted in a sealed envelope, plainly marked
"Proposal for Eagle County Coroner’s Office Buildout" or via email with the title "Proposal for
Eagle County Coroner’s Office Buildout” in the subject line of the email. If submitting hard
copies of the Proposal, the outside of the envelope must contain the name and address of the
Proposer. All documents submitted with the Proposal shall be clearly marked with the
Proposer’s name. The Proposal shall be accompanied by all required documents and a disk (or
electronic storage device e.g. “thumb drives”) containing the Proposal Form, Proposal
Schedule, and any other relevant information. No telephone or facsimile Proposals will be
accepted.
10. Modification and Withdrawal of Proposals
a. Proposals may be modified or withdrawn at any time prior to the deadline to submit the
Proposal by submission of an appropriate document executed in the manner that a
Proposal must be executed, and delivered to Josh Miller at the street address where
Proposals are to be submitted.
b. If, within twenty-four hours after the Proposals are reviewed, any Proposer files a duly
signed written notice with the Owner and promptly thereafter demonstrates to the
reasonable satisfaction of the Owner that there was a material and substantial mistake in
the preparation of the Proposal, that Proposer may withdraw its Proposal. Thereafter, that
Proposer will be disqualified from further Proposing on the Work.
11. Review of Proposals
a. The Proposals will be opened publicly. When opened, the Proposals will be read aloud, and an
abstract of the amounts of the base Proposals and major alternates (if any) will be made
available after the opening of Proposals.
b. All Proposals shall remain open for thirty (30) days after the day of the Proposal review, but
Owner may, in its sole discretion, release any Proposal prior to that date.
12. Award of Contract
a. If a Project Agreement is to be awarded, it shall be awarded to the most qualified, responsible
Proposer; however, the Owner reserves the right, in its sole discretion, to accept or reject any
and all Proposals, to waive any and all informality or technicality in any Proposal, to negotiate
contract terms with a Proposer, to add or delete work on the Proposal and adjust cost
accordingly, to disregard all non-conforming, non-responsive, or conditional Proposals and to
postpone the award of the Project Agreement for a period not exceeding ninety (90) days
EXHIBIT B
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after the Proposal opening. Owner may accept a Proposal other than the lowest responsive
Proposal if it determines in its sole discretion that doing so is in the best interest of the Project
and the County.
b. Discrepancies between words and figures will be resolved in favor of words. Discrepancies
between the indicated sum or product and the correct sum or product thereof will be resolved
in favor of the correct sum or product.
c. In evaluating Proposals, Owner shall consider the qualifications of the Proposers, whether or
not the Proposals comply with the prescribed requirements, and alternates and unit prices if
requested in the Proposal Forms. It is the Owner’s intent to accept alternates (if any are
accepted) in the order in which they are listed in the Proposal Form, but Owner may accept
them in any order or combination.
d. Owner may consider the qualifications and experience of subcontractors and other persons
and organizations (including those who are to furnish the principal items of material or
equipment) proposed for those portions of the Work as to which the identity of
subcontractors and other persons or organizations must be submitted as provided in the
General Conditions. Operating costs, maintenance considerations, performance data, and
quantities of materials and equipment may also be considered by Owner.
e. The Owner may conduct such investigations as deemed necessary to assist in the evaluation
of any Proposal and to establish the responsibility, qualifications and financial ability of the
Proposers, proposed subcontractors and other persons and organizations to do the Work in
accordance with the Contract Documents, to Owner’s satisfaction.
f. The Owner reserves the right to reject the Proposal of any Proposer who does not pass any
such evaluation to the Owner's satisfaction, in its sole discretion.
g. If applicable, when a construction contract for a public project is to be awarded to a
Proposer, a Colorado resident Proposer shall be allowed a preference against a nonresident
Proposer from a state or foreign country equal to the preference given or required by the
state or foreign country in which the nonresident Proposer is a resident, unless this
requirement is inconsistent with requirements of federal law or may cause the denial of
federal moneys. See Section 8-19-101 and 102, CRS for the complete provisions regarding the
preference.
h. By submitting a Proposal, the Proposer acknowledges and agrees that the discretion of Owner
in selection of the Successful Proposer shall be final, not subject to review or attack and
acknowledge that the submittal is made with full knowledge of the foregoing and in full
agreement thereto.
i. If the Project Agreement is to be awarded, the Owner shall give the Successful Proposer a
Notice of Award within forty-five (45) days after the day of the Proposal opening or such
EXHIBIT B
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other time as may be set forth in the Proposal Package.
13. Performance or Other Bonds
a. When the Successful Proposer delivers the executed Project Agreement to Owner, it shall be
accompanied by performance and payment bonds, furnished by Contractor, each in an
amount at least equal to 100% of the Contract Price as security for the faithful performance
and payment of all Contractor’s obligations under the Contract Documents. These bonds
shall remain in effect at least until two years after the date of final payment, except as
otherwise provided by law. Contractor shall also furnish other bonds as are required by the
Contract Documents. All bonds shall be in the forms prescribed by the Contract Documents,
and be executed by such sureties as (a) are licensed to conduct business in the state where
the project is located, and (b) are named in the current list of “Companies Holding
Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable
Reinsuring Companies” as published in Circular 570 (amended) by the Audit Staff Bureau of
Accounts, U.S. Treasury Department. All bonds signed by an agent must be accompanied by
a certified copy of the authority to act.
b. If the surety on any bond furnished by Contractor is declared bankrupt, or becomes
insolvent, or its right to do business is terminated in any state where any part of the Project
is located, or it ceases to meet the requirements of clause (a) of this paragraph 13,
Contractor shall within five days thereafter substitute another bond and surety, both of
which shall be acceptable to Owner.
14. Signing of Agreement
The Owner will issue a Notice of Award to the Successful Proposer. The Successful Proposer
will then receive an email which will include the Project Agreement to be executed
electronically. The Successful Proposer shall sign the Project Agreement within ten (10) days
of receipt of the email.
15. Mandatory Pre-Proposal Meeting & Site Visit
All Proposers are required to attend a mandatory pre-Proposal meeting & Site visit on July 10,
2019 at 1:30 p.m., local time at the Eagle County Coroner’s Office. Failure to attend will result
in disqualification of a Proposer’s Proposal, in Eagle County’s sole discretion. Potential
subcontractors are encouraged to attend.
16. Project Schedule
The Proposer is required to submit with the Proposal a proposed construction schedule setting
forth dates for completion of the Work described in the Contract Documents. The schedule
shall indicate the proposed starting and ending dates for the various phases of the Project and
for the various components of the Work. The schedule shall also specify the manpower and
EXHIBIT B
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resources available for Work on this Project, including, but not limited to, an estimate of the
number of crews working on site on a weekly basis and the average time per week for the key
personnel on the Project. The schedule shall assume a start date of October 1, 2019, Substantial
Completion by December 20, 2019 and Final Completion by December 31, 2019. The
construction schedule will be reviewed when evaluating the Proposals. Therefore, the
Proposers should give careful consideration of how Work can be sequenced to meet or finish
sooner than the deadlines set forth in this paragraph.
17. Liquidated Damages
TIME IS OF THE ESSENCE IN THE PERFORMANCE OF THE WORK UNDER THE CONTRACT
DOCUMENTS AND EACH OF THE TIME LIMITS PROVIDED IN THE CONTRACT DOCUMENTS. Any
delay in achieving the date of Substantial Completion as defined in the Contract Documents
shall result in significant monetary loss to Owner. As a result thereof, Contractor shall pay to
Owner as liquidated damages, and not as a penalty, the amount of $250.00 per calendar day
that Substantial Completion is not achieved after the date of Substantial Completion set forth in
the Contract Documents. The parties hereby agree that liquidated damages are not punitive in
nature and represent the parties’ best estimate of the Owner’s damages should the Project not
be substantially completed on or prior to the date of Substantial Completion. If the liquidated
damages set forth herein are determined to be invalid or unenforceable for any reason, Owner
reserves the right to seek and recover all actual, consequential and special damages which arise
or result from Contractor’s failure to achieve Substantial Completion on or prior to the date set
forth in the Contract Documents.
18. Confidentiality
Proposers should clearly identify any proprietary or confidential commercial data submitted
with a Proposal. Such identification may not preclude the release of such information
pursuant to court order or under the Colorado Open Records Act. Notwithstanding the
foregoing, Proposers submitting Proposals in response to this Invitation for GMP Proposals
acknowledge and agree that if a Project Agreement is awarded, Owner shall have the right to
disclose the information submitted by the Successful Proposer in response to this Invitation
for GMP Proposals.
[END OF SECTION]
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
PROPOSAL FORM
THIS GMP PROPOSAL IS SUBMITTED TO:
PROJECT MANAGEMENT DEPARTMENT
JOSH MILLER, CONSTRUCTIONMANAGER
P.O. BOX 850
EAGLE, COLORADO 81631
July 30, 2019
The undersigned Proposer, having examined the Site of the proposed Work and having full
knowledge of the conditions under which the Work must be performed, hereby proposes to
enter into a Project Agreement to perform such Work as set forth in the Contract Documents,
of which this Proposal forms a part; and agrees to perform the Work construction therein
described on the terms and conditions set forth therein; and will furnish all required labor and
materials and pay all incidental costs associated with such Work, all in strict conformity with
the Contract Documents, for the following prices listed in the Proposal form(s) as payment in
full.
The undersigned further proposes that should the Proposal be accepted, the Proposer will
commence Work no earlier than October 1, 2019 and complete the Project on or before
December 31, 2019.
The undersigned further agrees, if awarded the Contract for the Work included in this
Proposal that it will begin, complete and deliver the required Work in accordance with the
General Conditions and other Contract Documents.
The undersigned has checked carefully the figures inserted hereinafter by it, and understands
that the Owner will not be responsible for any error or omissions on the part of the
undersigned in preparing this Proposal.
The undersigned hereby certifies that this Proposal is genuine, and not sham or collusive, or
made in the interest of or on behalf of any person not herein named, and that the undersigned
has not, directly or indirectly, induced or solicited any other Proposer to submit a sham
Proposal, or induced any other person, firm or corporation to refrain from proposing, and that
the undersigned has not in any manner sought by collusion to secure for himself any
advantages over any other Proposer.
The only persons interested as principals in this Proposal other than the one whose signature is
affixed hereto are to be listed as follows (if there are none, state such fact):
.
EXHIBIT B
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This Proposal shall be valid from the date of submission to the date of an executed Project
Agreement.
In submitting this Proposal, the undersigned further acknowledges and agrees that:
(a) the right is reserved by Owner to reject, in its sole discretion, any or all
Proposals, and to waive irregularities in proposing;
(b) the discretion of Owner in the selection of the most qualified, responsible
Proposer shall be final, not subject to review or attack; and
(c) this Proposal is made with full knowledge of the foregoing and in full
agreement therewith.
Respectfully submitted,
Contractor
(Proposer)
(SEAL)
By (Signature)
(Title)
(corporation/incorporated/partnership) (under the law of the State of Colorado composed
of officer, partners or Owner, as follows:
President
Vice President
Secretary
Name of
Contractor
Treasurer
Address
City State Zip Code
Telephone Number
Name: Address:
Name: Address:
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
1. The undersigned Proposer proposes and agrees, if this Proposal is accepted, to enter into a
Project Agreement with the Owner to complete all Work as specified or indicated in the
aforementioned Project Agreement for the Contract Price and within the contract time stated
in this Proposal and in accordance with the General Conditions.
2. Proposer accepts all of the terms and conditions of the Instructions to Proposers, including
without limitation those dealing with performance and payment bonds, and warranty bonds.
This Proposal will remain open until the effective date of any Project Agreement between the
Owner and the apparent Successful Proposer. The Successful Proposer will sign a Project
Agreement and submit all documents required by the Contract Documents within ten (10)
days after the date of the Owner's Notice of Award.
3. In submitting this Proposal, Proposer represents, that:
a. Proposer has received and examined copies of all the Contract Documents
and of the following addenda:
dAddenda Date Addenda Number Initial
b. Proposer has examined the Site and locality where the Work is to be
performed, the legal requirements (federal, state and local laws,
ordinances, rules and regulations) and the conditions affecting cost,
progress or performance of the Work and has made such independent
investigations as Proposer deems necessary.
4. Proposer will complete the Work for all Proposal items listed in the Proposal Form.
5. Proposer agrees that the Work will be Substantially Complete on or before December 20, 2019
and Final Completion on or before December 31, 2019 as described throughout these Contract
Documents. Proposer accepts the provisions of the Project Agreement as to liquidated
damages in the event of failure to complete the Work on time. Extension may be made to the
Contract Time at the discretion of the Owner.
6. The following documents are attached to and made a condition of this Proposal:
a. A completed Proposer’s Qualification Statement as required by Paragraph 3 of the
Instructions to Proposers.
b. A preliminary construction schedule as described in the Instructions to Proposers.
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a. Proposer shall submit a list of intended subcontractors for the Project. The list shall include
the company name, contact information, years in business, the approximate percentage of
the Work to be performed, and the services which will be provided by that subcontractor.
7. Communications concerning this GMP Proposal shall be addressed to:
Josh Miller, Construction Manager
Email: josh.miller@eaglecounty.us
Phone: 970-328-3532
8. Terms used in this Proposal which are defined elsewhere in the Contract Documents have
the same meanings.
9. Proposers shall pay special attention to the following items:
a. Proposers should carefully plan out the Work to complete the Project within the Contract
Time and keep accurate records of items creating delays to production schedules.
Advance planning will be required to prevent the occurrence of overtime.
b. Payment for overtime required to complete the Work in the Contract Time will not be
authorized unless unforeseen circumstances occur.
c. The unit pricing (Supplement Unit Pricing) is supplied with the Proposal Form. These
numbers will also be used as a basis for additions and subtractions from the scope of
Work.
d. The quality of workmanship and materials will be monitored closely by the Owner and
Owner’s Representative.
THE UNDERSIGNED PROPOSER, having familiarized himself with the Work required by the
Contract Documents, the Site where the Work is to be performed, local labor conditions and
all laws, regulations and other factors affecting performance of the Work, and having satisfied
himself of the expense and difficulties attending performance of the Work,
HEREBY PROPOSES and agrees, if this Proposal is accepted, to enter into a Project Agreement
in the form attached, to perform all work, including the assumption of all obligations, duties
and responsibilities necessary to the successful completion of the Agreement. This agreement
shall also include the furnishing of materials and equipment required to be incorporated in
and form a permanent part of the Work, and all tools, equipment, supplies, transportation,
facilities, labor, superintendence and services required to perform the Work; and all Bond,
insurance and submittals; all as indicated or specified in the Contract Documents to be
performed or furnished by Contractor in accordance with the following Proposal prices.
Proposer must submit pricing on all scheduled values to be considered.
Proposal will be rejected if Proposal Form is modified or altered in any way.
Values for each scheduled item shall be written out (typed) in words and numeric
EXHIBIT B
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format.
GMP PROPOSAL PRICE:________________________________________
Total itemized costs for materials, installation, and labor for the installation, and two year
warranty as shown on the Construction Drawings. Improvements include, but are not limited
to: construction services for buildout and remodeling of the Eagle County Coroner’s Office. The
]
two-year warranty shall commence for this portion of Work upon acceptance of this area as
being substantially complete.
(Dollars)
I acknowledge that this Proposal includes Addendum(s).
If none, so state.
The undersigned Proposer agrees to enter into a Project Agreement with Owner on or about
ten (10) days after Notice of Award, and further agrees to complete all Work included in the
Proposal, in accordance with specified requirements and in accordance with the following
estimated schedule.
Date Task
Start Work
Substantially Complete
Final Completion
Liquidated Damages. Owner and Contractor recognize the importance of establishing and
enforcing deadlines. If the deadlines for deliverables are not met then the Owner could suffer
financial loss. They also recognize the delays, expense and difficulties involved in proving, in a
legal or arbitration proceeding, the actual loss suffered by the Owner if Work is not completed
on time, therefore damages for delays in meeting deadlines for all or portions of the Work as
shown on the Contract Documents or as documented in Project schedules or meeting notes,
shall be assessed at a cost of $250.00 per calendar day for every day late.
PREPARED BY
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
Signed:
Name
Printed:
Title:
Company:
[End of Section]
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
PROPOSAL SUBMITTAL CHECKLIST
The following items shall be included as part of the Proposal package. Packages not containing
these items shall be deemed incomplete and will be rejected.
1. Completed Proposal Form
2. Proposer’s Qualifications
3. Acknowledgement of Addendums
4. Proposed subcontractor list
5. Proposed Project schedule
6. Supplemental Unit Pricing form
[End of Section]
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
SUPPLEMENTAL UNIT PRICING
Supplemental Unit Prices:
==============================================================================
Item Description Unit Unit Price
==============================================================================
CM/GC –OVERHEAD AND PROFIT FEE PERCENTAGE ________ %
[END OF SECTION]
All unit/total prices for each of the items listed shall include all costs involved in the
installation of each item or performance of tasks (to include labor and equipment, except
where noted), its pro rata share of profits, overhead, warranty, and administrative fees,
unless otherwise indicated. Refer to technical specifications and plans for exact
description of products. Costs listed below will be the basis of additions and subtractions
to the base Proposal amount.
EXHIBIT B
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PROPOSED SUBCONTRACTOR FORM
List subcontractors and suppliers providing services and/or materials to be furnished and a
summarization of the dollar value of each subcontract:
Subcontractor
Scope of Work
Years in
Business
Percentage
of Work
Contact Person and
Phone Number
This is to certify that the names of the foregoing mentioned Subcontractors or
material suppliers are submitted with full knowledge and consent of the respective
parties
Proposers:
(Name of Company)
By: (Signature and Title)
Date:
Note: This sheet may be reproduced by the Proposer to list Subcontractors totaling more
than will fit on this page. Certify each sheet as an original sheet and staple additional sheets
to this page.
[End of Section]
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
PROPOSER’S QUALIFICATIONS
The Undersigned certified under oath the truth and correctness of all statements and/or
all answers to questions made hereinafter.
Submitted to: Owner: EAGLE COUNTY
Submitted by:
NAME
Address
City, State Zip
Phone
Principal Office
Check One: ( ) Corporation ( ) Partnership ( ) Joint Venture ( ) Individual ( ) Other
1. List the five largest active construction Projects your organization has under contract to date.
For each Project include 1) name, 2) owner and phone, 3) owner’s rep and phone, 4) contract
date and amount, and 5) remaining amount of contract.
2. Provide resumes for the principal individuals who would be assigned to this Project. Indicate
their position in the company, their role on the Project, approximate time per week on the
Project, experience expertise, certifications, etc.
3. Summarize the experience of the individuals in your organization who would be assigned to
this Project.
NAME POSITION APPROX. TIME/WEEK
4. Provide name of bonding and insurance companies and name and address of agents, as well
as maximum bonding capacity. What portion remains of this bonding capacity at the time of
submittal of the Proposal?
5. What is your Worker’s Compensation Experience Modifier Rate?
EXHIBIT B
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INSERT SAMPLE AGREEMENT
[End of Section]
EXHIBIT B
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
INSERT GENERAL CONDITIONS
[End of Section]
EXHIBIT B
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INSERT SPECIFICATIONS
[End of Section]
EXHIBIT B
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EXHIBIT C
GENERAL CONDITIONS
TO CONSTRUCTION AGREEMENT
ARTICLE 1 – DEFINITIONS
Wherever used in these General Conditions or in the other Contract Documents, the following terms have
the meanings indicated which are applicable to both the singular and plural thereof:
ADDENDA: Written or graphic instruments issued prior to the opening and review of Proposals
which clarify, correct, or change the bidding documents or the Contract Documents.
AGREEMENT: The written agreement between OWNER and CONTRACTOR covering the
Work to be performed; other Contract Documents are attached to the Agreement and made a part
thereof as provided therein.
APPLICATION FOR PAYMENT: Applications for payment must be made on AIA G702 and
G703 in written or electronic form. The form accepted by OWNER which is to be used by
CONTRACTOR in requesting progress or final payment, and which is to include such supporting
documentation as is required by the Contract Documents.
ARCHITECT: Menendez Architects, or such other professional architect, or group or
association of professional corporation of such approved professional architects, engineers and
consultants, who have contracted with OWNER to accomplish the architectural and engineering
services necessary for the Work.
BONDS: Performance and payment bonds and other instruments of security.
CHANGE ORDER: A written order to CONTRACTOR signed by OWNER authorizing an
addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract
Time issued after the effective date of the Agreement to be signed by both Owner and Contractor.
COLORADO LABOR: means as provided in C.R.S. 8-17-101 et. seq.
CONTRACT DOCUMENTS: Those documents set forth in Article 7 of the Agreement.
CONTRACT PRICE: The monies payable by OWNER to CONTRACTOR under the Contract
Documents as stated in the Agreement.
CONTINGENCY: means the set percentage, or stipulated sum, of the construction contract
amount budgeted for unforeseen conditions or emergencies. Any expenditure of Contingency
must be expressly approved in writing by OWNER.
CONTRACT TIME: The number of days (computed as provided in these General Conditions),
or the date stated in the Agreement for the completion of the Work.
CONTRACTOR: The person, firm, or corporation with whom OWNER has entered into the
Agreement.
COST: means the total cost of labor, materials, provisions, supplies, fees, tests, expenses,
equipment rentals, equipment purchases, insurance, supervision, engineering, clerical and
accounting services, the value of the use of equipment and reasonable estimates of other
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administrative costs which may be reasonably apportioned to this Project to complete in
accordance with this Contract.
DAY: A calendar day of twenty-four hours measured from midnight to the next midnight.
DEFECTIVE: An adjective which, when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty or deficient, or does not meet the requirements of any inspection, test, or
approval referred to in the Contract Documents, or has been damaged prior to ARCHITECT’S
recommendation of final payment or prior to the guarantee period under paragraph 13.12 or prior
to the expiration of any applicable statute of limitations.
DRAWINGS: Graphic and pictorial portions of the Contract Documents which show the
character and scope of the Work to be performed including design, location and dimension of the
Work including plans, elevations, sections, details, schedules and diagrams, and which have been
prepared or approved by ARCHITECT, and are referred to in the Contract Documents.
EFFECTIVE DATE OF THE AGREEMENT: The date indicated in the Agreement on which
it becomes effective, but, if no such date is indicated, it means the date on which the Agreement
is signed and delivered by the last of the two parties to sign and deliver.
ENGINEER: The person, firm or corporation to be identified by OWNER. The ENIGINEER
may be a department employee of OWNER who may perform all or some of the duties of
ENGINEER, but in such case shall exercise his duties in conformance with the standards
applicable to independent professional engineers.
FIELD ORDER: A written order issued by ARCHITECT or OWNER which orders minor
changes in the Work in accordance with paragraph 10.2, but which does not involve a change in
the Contract Price or the Contract Time.
FINAL COMPLETION: Means (a) the Work has passed all applicable inspections and
Contractor has obtained all required approvals, permits, certificates and sign-offs from the
appropriate agencies, including governmental authorities and utilities, (b) all Work, including all
punch list Work, has been completed to Owner’s satisfaction, as evidenced by a written approval
notice to Contractor from Owner’s Authorized Representative and (c) Contractor has delivered to
Owner the as-built Plans, and other documentation required and cleaned the Site.
GUARANTEED MAXIMUM PRICE: means that maximum amount for which the Work will
be accomplished.
MODIFICATION: (a) A written amendment of the Contract Documents signed by both parties,
or (b) a change order. The Contract Documents may only be amended by a modification. A
modification may only be issued after the effective date of the Agreement. The Contract
Documents only create a contractual relationship between Owner and Contractor.
NOTICE OF AWARD: The written notice by OWNER to the apparent successful bidder stating
that upon compliance by the apparent Successful Proposer with the conditions precedent
enumerated therein, within the time specified, OWNER will sign and deliver the Agreement.
NOTICE TO PROCEED: A written notice given by OWNER to CONTRACTOR (with a copy
to ARCHITECT) fixing the date on which the Contract Time will commence to run, and on
which CONTRACTOR shall start to perform his obligations under the Contract Documents.
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OWNER: Eagle County.
OWNER’S REPRESENTATIVE: The Owner’s Representative is the Eagle County Project
Management Department and Josh Miller or her designee.
PROJECT: The “Eagle County Coroner’s Office” buildout. The total construction of which the
Work to be provided under the Contract Documents may be the whole or a part, as indicated
elsewhere in the Contract Documents.
PROPOSAL: The offer or proposal of the Proposer submitted on the prescribed form setting
forth the prices for the Work to be performed.
SHOP DRAWINGS: All drawings, diagrams, illustrations, schedules, and other data which are
specifically prepared by CONTRACTOR, a Subcontractor, manufacturer, fabricator, supplier, or
distributor to illustrate some portion of the work, and all illustrations, brochures, standard
schedules, performance charts, instructions, diagrams, and other information prepared by a
manufacturer, fabricator, supplier, or distributor and submitted by CONTRACTOR to illustrate
material or equipment for some portion of the Work.
SPECIFICATIONS: Those portions of the Contract Documents consisting of written technical
descriptions of materials, equipment, construction systems, standards, and workmanship as
applied to the Work and certain administrative details applicable thereto.
SUBSTANTIAL COMPLETION: The Work (or a specified part thereof) has progressed to the
point where, in the opinion of ARCHITECT with concurrence of OWNER as evidenced by his
definitive certificate of substantial completion, it is sufficiently complete, in accordance with the
Contract Documents, so that the Work (or specified part) can be utilized for the purposes for
which it was intended; or if there be no such certificate issued, when a Temporary Certificate of
Occupancy is issued by the Building Permit Official or when final payment is due in accordance
with paragraph 14.13. The terms “substantially complete” and “substantially completed” as
applied to any Work refer to substantial completion thereof.
WORK: The entire completed construction or the various separately identifiable parts thereof
required to be furnished under the Contract Documents. Work is the result of performing
services, furnishing and incorporating materials and equipment into all construction, all as
required by the Contract Documents or reasonably inferable therefrom and includes all labor,
materials, equipment and services provided or to be provided by CONTRACTOR or to fulfill
CONTRACTOR’S obligations.
ARTICLE 2 – PRELIMINARY MATTERS
DELIVERY OF BONDS
2.1 When Contractor delivers the executed Agreement to OWNER, CONTRACTOR shall also
deliver to OWNER such bonds as CONTRACTOR may be required to furnish in accordance with
paragraph 5.1.
COPIES OF DOCUMENTS:
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2.2 OWNER shall furnish to CONTRACTOR up to two (2) copies (unless otherwise specified in the
Contract Documents) of the Contract Documents as are reasonable necessary for the execution of
the Work. Additional copies will be furnished, upon request, at the cost of reproduction.
COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED:
2.3 The Contract Time will commence upon issuance of a Notice to Proceed. A Notice to Proceed
may be given at any time within thirty days after the effective date of the Agreement.
STARTING THE PROJECT:
2.4 CONTRACTOR shall start to perform the Work on the date when the Contract Time commences
to run, but no Work shall be done at the site prior to the date on which the Contract Time
commences to run.
BEFORE STARTING CONSTRUCTION:
2.5 Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the
Contract Documents and check and verify pertinent figures shown thereon and all applicable field
measurements. CONTRACTOR shall promptly report in writing to ARCHITECT and OWNER
any conflict, error, or discrepancy which CONTRACTOR may discover; however,
CONTRACTOR shall not be liable to OWNER or ARCHITECT for failure to report any conflict,
error, or discrepancy in the Drawings or Specifications, unless CONTRACTOR had actual
knowledge thereof, or should reasonably have known thereof.
2.6 Within ten days after the effective date of the Agreement (unless otherwise specified in the
Contract Documents) CONTRACTOR shall submit to ARCHITECT and OWNER for review
and acceptance an estimated progress schedule indicating the starting and completion dates of the
various stages of the Work, a preliminary schedule of shop drawings submissions, and a
preliminary schedule of values of the Work.
2.7 Before any Work at the site is started, CONTRACTOR shall deliver to OWNER, with a copy to
ARCHITECT, certificates of insurance (and other evidence of insurance requested by OWNER)
which CONTRACTOR is required to purchase and maintain in accordance with Article 5 hereof.
PRE-CONSTRUCTION CONFERENCE:
2.8 Within twenty days after the effective date of the Agreement, but before CONTRACTOR starts
the Work at the site, a conference will be held for review and acceptance of the schedules referred
to in paragraph 2.6, to establish procedures for handling shop drawings and other submittals, and
for processing applications for payment, and to establish a working understanding among the
parties as to the Work.
ARTICLE 3 – CONTRACT DOCUMENTS: INTENT AND REUSE
INTENT:
3.1 The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR
concerning the Work. They may be altered only by a Modification.
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3.2 The Contract Documents are complementary; what is called for by one is as binding as if called
for by all. If during the performance of the Work, CONTRACTOR finds a conflict, error, or
discrepancy in the Contract Documents, he shall report it to ARCHITECT and OWNER in
writing at once and before proceeding with the Work affected thereby; however, CONTRACTOR
shall not be liable to OWNER or ARCHITECT for failure to report any conflicts, error, or
discrepancy in the Specifications or Drawings unless CONTRACTOR had actual knowledge
thereof, or should reasonably have known thereof.
3.3 The Contract documents include those documents set forth in Article 7 of the Agreement.
3.4 It is the intent of the Specifications and Drawings to describe a complete Project (or part thereof)
to be constructed in accordance with the Contract Documents. Any Work that may reasonably be
inferred from the Specifications or Drawings as being required to produce the intended result
shall be supplied whether or not it is specifically called for. When words which have a well-
known technical or trade meaning are used to describe work, materials, or equipment, such words
shall be interpreted in accordance with such meaning. References to codes of any technical
society, organization, or association, or to the code of any governmental authority, whether such
reference be specific or by implication, shall mean the latest standard specification, manual, or
code in effect at the time of opening of Proposals (or on the effective date of the agreement if
there were no Proposals), except as may be otherwise specifically stated. However, no provision
of any referenced standard specification, manual, or code (whether or not specifically
incorporated by reference in the contract documents) shall change the duties and responsibilities
of OWNER, CONTRACTOR, or ARCHITECT, or any of their agents or employees from those
set forth in the Contract Documents. Clarifications and interpretations of the Contract Documents
shall be issued by ARCHITECT with concurrence of OWNER as provided for in paragraph 9.3.
3.5 The Contract Documents will be governed by the law of the place of the Project.
REUSE OF DOCUMENTS:
3.6 Neither CONTRACTOR nor any Subcontractor, manufacturer, fabricator, supplier, or distributor
shall have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of ARCHITECT; and
they shall not reuse any of them on extensions of the Project, or any other project, without written
consent of OWNER and ARCHITECT, and specific written verification or adaptation by
ARCHITECT.
ARTICLE 4 – AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS
4.1 Intentionally Omitted.
PHYSICAL CONDITIONS – INVESTIGATIONS AND REPORTS:
4.2 Reference is made to the supplementary conditions for identification of those reports of
investigations and tests of subsurface and latent physical conditions at the site or otherwise
affecting cost, progress, or performance of the Work which have been relied upon by
ARCHITECT in the preparation of the drawings and specifications. Such reports are not part of
the Contract Documents with the exception of any reports identified in Article 7 of the
Agreement.
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UNFORESEEN PHYSICAL CONDITIONS:
4.3 CONTRACTOR shall promptly notify OWNER and ARCHITECT in writing of any subsurface
or latent physical conditions at the site or in an existing structure differing materially from those
indicated or referred to in the Contract Documents. ARCHITECT will promptly review those
conditions and advise OWNER in writing if further investigation or tests are necessary. Promptly
thereafter, OWNER may obtain the necessary additional investigations and tests, and furnish
copies to ARCHITECT and CONTRACTOR. If ARCHITECT and OWNER find that the results
of such investigations or tests indicate that there are subsurface or latent physical conditions
which differ materially from those intended in the Contract Documents, and which could not
reasonably have been anticipated by CONTRACTOR, a change order may be issued
incorporating the necessary revisions as agreed upon by the parties.
REFERENCE POINTS:
4.4 OWNER shall provide engineering surveys for construction to establish reference points which in
his judgment are necessary to enable CONTRACTOR to proceed with the Work.
CONTRACTOR shall be responsible for laying out the Work (unless otherwise specified herein),
shall protect and preserve the established reference points, and shall make no changes or
relocations without the prior written approval of OWNER. CONTRACTOR shall report to
ARCHITECT and OWNER whenever any reference point is lost or destroyed or requires
relocation because of necessary changes in grades or locations, and shall be responsible for
replacement or relocation of such reference points by professional qualified personnel.
ARTICLE 5 – BONDS AND INSURANCE
PERFORMANCE AND OTHER BONDS
5.1 CONTRACTOR shall furnish performance and payment bonds, each in an amount at least equal
to the Contract Price as security for the faithful performance and payment of all
CONTRACTOR’S obligations under the Contract Documents. These bonds shall remain in
effect at least until one year after the date of final payment, except as otherwise provided by law.
CONTRACTOR shall also furnish other bonds as are required by the Contract Documents. All
bonds shall be in the forms prescribed by the Contract Documents, and be executed by such
sureties as (a) are licensed to conduct business in the state of Colorado, and (b) are named in the
current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal
Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the
Audit Staff Bureau of Accounts, U.S. Treasury Department. All bonds signed by an agent must
be accompanied by a certified copy of the authority to act.
5.2 If the surety on any bond furnished by CONTRACTOR is declared bankrupt, or becomes
insolvent, or its right to do business is terminated in the state of Colorado, or it ceases to meet the
requirements of clauses (a) and (b) of paragraph 5.1, CONTRACTOR shall within five days
thereafter substitute another bond and surety, both of which shall be acceptable to OWNER.
INSURANCE:
5.3 CONTRACTOR’S Liability Insurance: The CONTRACTOR shall purchase and maintain such
insurance as will protect him from claims set forth below which may arise out of or result from
the CONTRACTOR’S operations under the Agreement, whether such operations be by himself,
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or by any Subcontractor, or by anyone directly or indirectly employed by any of them, or by
anyone for whose acts any of them may be liable.
All such insurance shall remain in effect until final payment, and at all times thereafter when
CONTRACTOR may be correcting, removing, or replacing defective Work in accordance with
paragraph 13.12. In addition, CONTRACTOR shall maintain such completed operations
insurance for at least two years after final payment, and furnish OWNER with evidence of
continuation of such insurance at final payment and one year thereafter.
5.3.1 Claims under Worker’s Compensation, disability benefits, and other similar employee
benefit acts;
5.3.2 Claims for damage because of bodily injury, occupational sickness or disease, or death of
his employees, and claims insured by usual personal injury liability coverage;
5.3.3 Claims for damage because of bodily injury, sickness or disease, or death of any person
other than his employees, and claims insured by usual personal injury liability coverage;
and
5.3.4 Claims for damages because of injury to or destruction of tangible property, including
loss of use resulting therefrom.
Worker’s Compensation insurance shall provide coverage as required by the laws of the
State of Colorado.
Insurance covering claims for damages to persons or property required by the preceding
paragraph (except subparagraph 5.3.1) shall be in the following minimum amounts:
Bodily Injury Liability:
Each Person: $1,000,000
Each Accident or Occurrence: $2,000,000
Property Damage Liability:
Each Accident or Occurrence: $1,000,000
Aggregate: $2,000,000
Products and completed operations aggregate $1,000,000
Employers Liability, including Occupational
Disease $500,000
Any one fire $50,000
If any aggregate limit is reduced below $1,000,000 because of claims made or paid,
CONTRACTOR shall immediately obtain additional insurance to restore the full
aggregate limit and furnish to OWNER a certificate or other document satisfactory to
OWNER showing compliance with this provision.
Said insurance shall be furnished in types specified as follows:
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5.3.5 CONTRACTOR’S Commercial General Liability Insurance issued to and covering the
liability for damage imposed by law upon the CONTRACTOR and each Subcontractor
with respect to all Work performed by them under the Agreement and covering premises
operations, fire damage, independent contractors, products and completed
operations, blanket Grantual liability, personal injury, and advertising liability.
5.3.6 CONTRACTOR’S Protective Liability Insurance issued to and covering the liability for
damages imposed by law upon the CONTRACTOR and each Subcontractor with respect
to all Work under the Agreement performed for the CONTRACTOR by Subcontractors.
5.3.7 Completed Operations Liability Insurance issued to and covering the liability for damage
imposed by law upon the CONTRACTOR and each Subcontractor arising between the
date of final cessation of the Work, and the date of final acceptance thereof out of that
part of the Work performed by each.
5.3.8 Comprehensive Automobile Insurance covering any auto (including owned, hired and
non-owned autos) shall be carried with a minimum limit of $1,000,000.00 each accident
combined single limit. All liability and property damage insurance required hereunder
shall be Comprehensive General and Automobile Bodily Injury and Property Damage
form of policy.
5.3.9 Employer’s Liability Insurance covering all of CONTRACTOR’s and any
Subcontractor’s employees acting within the course and scope of their employment.
5.3.10 The CONTRACTOR shall in addition, and in the amounts required under the above,
obtain Protective Liability Insurance issued to and covering the liability for damages
imposed by law upon the OWNER with respect to all operations under the Agreement by
the CONTRACTOR or his Subcontractors, including omissions and supervisory acts by
the OWNER.
5.4 Comprehensive Risk Policy Option: In lieu of the several policies specified for
CONTRACTOR’S Liability Insurance, a comprehensive liability and property damage insurance
policy inclusive of all the insurance and requirements hereinafter set forth, with an umbrella
covering of $2,000,000, subject to the approval of the OWNER, will be permissible.
5.5 Subcontractor’s Insurance: Before permitting any of his Subcontractors to perform any Work
under this Agreement, CONTRACTOR shall either (a) require each of his Subcontractors to
procure and maintain during the life of his Subcontracts, Subcontractor’s Public Liability and
Property Damage Insurance of the types and in the amounts as may be applicable to his Work,
which type and amounts shall be subject to the approval of the OWNER, or (b) insure the
activities of his Subcontractors in his own policy.
5.6 Builder’s Risk Insurance: CONTRACTOR shall procure and maintain, for the duration of the
Work of this Project, Builder’s Risk Insurance, including the perils of fire, extended coverage
(loss due to vehicles, explosion, wind, flood, riot, etc.), vandalism and malicious mischief, and
special extended coverage (loss due to falling objects, collapse, water damage from faulty or
leaking systems, etc.) in the full amount of the Contract Price plus the cost of authorized extras.
Said amount of insurance coverage shall be considered to cover the insurable value of the Work
under this Agreement which is considered not to exceed one hundred percent (100%) of the
amount of this Agreement and authorized extras. Such policy shall not insure any tools r
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equipment, or temporary structures erected at the site and belonging to any person or persons, or
their Subcontractors who are obliged by contract with the OWNER to do Work on the Projects.
Such insurance shall be placed jointly in the names of the OWNER, CONTRACTOR, and any
and all Subcontractors, and any and all others obliged by contract with the OWNER to do Work
on this Project and at the OWNER’s option, any other person or persons whom the OWNER
deems to have an insurable interest in said property, or any part thereof, payable as their several
interests may appear.
CONTRACTOR shall furnish OWNER with certification of said insurance prior to
commencement of any Work. Any proceeds obtained from insurance provided for by this
paragraph shall be paid to and held by the OWNER as trustee. The OWNER shall have the right
to withhold payment of such proceeds until such time as the Work destroyed or damaged and
covered by such insurance shall be reconstructed and shall pay such proceeds on an installment
basis similar to that provided for by progress payment covering the original Work.
5.7 Certificates of Insurance: Certificates of Insurance acceptable to the OWNER shall be provided
to the OWNER for attachment to the Agreement. These Certificates shall contain provisions naming the
OWNER as an additional insured under CONTRACTOR’S insurance, as more fully required by the
General Conditions herein, and that coverage afforded under the policies will not be cancelled until at
least thirty days prior written notice has been given the OWNER. CONTRACTOR and his
Subcontractors shall not permit any of his Subcontractors to start Work until all required insurance has
been obtained and certificates with the proper endorsements have been filed with the OWNER. Failure of
the CONTRACTOR to comply with the foregoing insurance requirement shall in no way waive the
OWNER’S rights hereunder.
5.8 Owner’s Liability Insurance: The OWNER, at his option, may but shall not be required to
purchase and maintain such liability insurance as will protect him against claims which may arise
from operations under this Agreement. Purchasing and maintaining such insurance, however,
will not relieve the CONTRACTOR from purchasing and maintaining the insurance hereinbefore
specified.
5.9 Loss of Use of Insurance: The OWNER, at his option, may but shall not be required to, purchase
and maintain such insurance as will insure him against loss of use of his property due to fire or
other hazards, however caused.
5.10 Coverage required of CONTRACTOR and any of its Subcontractors shall be primary over any
insurance or self-insurance program carried by OWNER.
5.11 All insurance policies in any way related to this Agreement and secured and maintained by
CONTRACTOR as required in this Article 5 shall include clauses stating that each carrier shall
waive all rights of recovery, under subrogation or otherwise, against Owner, its members,
managers, agencies, institutions, organizations, officers, agents, employees and volunteers.
5.12 OWNER shall be named as additional insured on the Commercial General Liability, Automobile
Liability Insurance and Completed Operations Liability Insurance policies.
5.13 CONTRACTOR shall insert a clause containing the terms of section 5.3 and all its subparts in all
contracts or sub-contracts, and all Subcontractors shall purchase and maintain the insurance on the
terms and conditions as set forth herein.
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ARTICLE 6 – CONTRACTOR’S RESPONSIBILITIES
SUPERVISION AND SUPERINTENDENCE:
6.1 CONTRACTOR shall supervise and direct the Work competently and efficiently, devoting such
attention thereto and applying such skills and expertise as may be necessary to perform the Work
in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction. CONTRACTOR shall
not be responsible for the negligence of others in the design or selection of a specific means,
method, technique, sequence, or procedure of construction which is indicated in and required by
the Contract Documents. CONTRACTOR shall be responsible to see that the finished Work
complies accurately with the Contract Documents.
6.2 CONTRACTOR shall keep on the Work at all times during its progress a competent resident
superintendent, who shall not be replaced without written notice to OWNER and ARCHITECT
except under extraordinary circumstances. The superintendent will be CONTRACTOR’S
representative at the site and shall have authority to act on behalf of CONTRACTOR. All
communications given to the superintendent shall be as binding as if given to CONTRACTOR.
6.2.1 CONTRACTOR shall maintain and deliver to OWNER a daily job report of Work performed,
notable events and incidents, weather conditions, Subcontractor’s performance, any deficiencies
(and the corrective actions taken), delays, and other information that OWNER may reasonably
request.
6.2.2 CONTRACTOR will participate in meetings with OWNER at a specific date, time and place
established by OWNER, and to deliver all attending parties current reports on the following
items: progress payment requests; requests for information-current log; change requests- current
log; submittals- current log; change orders- current list; claims- pending claims, notices of claims
and any plans to file claims, if applicable, project progress report, job problems and quality
control review.
LABOR, MATERIALS AND EQUIPMENT:
6.3 CONTRACTOR shall provide competent, suitably qualified personnel to survey and lay out the
Work, and perform construction as required by the Contract Documents. CONTRACTOR shall
at all times maintain good discipline and order at the site. Except in connection with the safety or
protection of persons, or the Work, or property at the site or adjacent thereto, and except as
otherwise indicated in the supplementary conditions, if any, all Work at the site shall be
performed during regular working hours and CONTRACTOR will not permit overtime Work or
the performance of Work on Saturday, Sunday, or any legal holiday without OWNER’S written
consent given after prior written notice to ARCHITECT.
6.4 Colorado labor shall be employed to perform the Work to the extent of not less than eighty
percent of each type or class of labor in the several classifications of skilled and common labor
employed on the Project. “Colorado labor” means any person who is a resident of the State of
Colorado, at the time of employment, without discrimination as to race, color, creed, sex, age, or
religion except when sex or age is a bona fide occupational qualification.
6.5 CONTRACTOR shall furnish all materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, and
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sanitary facilities, and all other facilities and incidentals necessary for the execution, testing,
initial operation, and completion of Work.
6.6 All materials and equipment shall be of good quality and new, except as otherwise provided in
the Contract Documents. If required by ARCHITECT, CONTRACTOR shall furnish satisfactory
evidence (including reports of required test) as to the kind and quality of materials and
equipment.
6.7 All materials and equipment shall be applied, installed, connected, erected, used, cleaned, and
conditioned in accordance with the instructions of the applicable manufacturer, fabricator,
supplier, or distributor, except as otherwise provided in the Contract Documents.
6.8 CONTRACTOR shall replace supervision personnel as-needed based upon OWNER’s
assessment that the Project is not adequately staffed or the Work is not progressing adequately.
6.9 CONTRACTOR shall at all times maintain a full-time management and supervisory staff of
competent persons at the Project site to coordinate and provide general direction of the Work and
progress of Subcontractors on the Project.
6.10 CONTRACTOR agrees that only competent and skilled workmen who satisfactorily perform
their duties shall be employed on the Project and CONTRACTOR shall ensure that there are an
adequate and competent supply of skilled workmen and materials as necessary to carry out the
Work on a continuous basis.
EQUIVALENT MATERIALS AND EQUIPMENT:
6.11 Whenever materials or equipment are specified or described in the drawings or specifications by
using the name of a proprietary item, or the name of a particular manufacturer, fabricator,
supplier, or distributor, the naming of the item is intended to establish the type, function, and
quality required. Unless the name is followed by words indicating that no substitution is
permitted, materials or equipment of other manufacturers, fabricators, suppliers, or distributors
may be accepted by ARCHITECT and OWNER if sufficient information is submitted by
CONTRACTOR to ARCHITECT and OWNER to determine that the material or equipment
proposed is equivalent to that named. The procedure for review by ARCHITECT and OWNER
will be as set forth in paragraphs 6.11.1 and 6.11.2 below.
6.11.1 Requests for review of substitute items of material and equipment will not be accepted by
ARCHITECT or OWNER from anyone other than CONTRACTOR consistent with
section 1.51 of the Basic Requirements. If CONTRACTOR wishes to furnish or use a
substitute item of material or equipment, CONTRACTOR shall make written application
to ARCHITECT and OWNER for acceptance thereof, certifying that the proposed
substitute will perform adequately the functions called for by the general design, be
similar and of equal substance to that specified and be suited to the same use and capable
of performing the same function as that specified. The application will state whether or
not acceptance of the substitute for use in the Work will require a change in the drawings
or specifications to adapt the design to the substitute and whether or not incorporation or
use of the substitute in connection with the Work is subject to payment of any license fee
or royalty. All variations of the proposed substitute from that specified shall be identified
in the application and available maintenance, repair and replacement service will be
indicated. The application will also contain an itemized estimate of all costs or savings
that will result directly or indirectly from acceptance of such substitute, including costs of
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redesign and claims of other contractors affected by the resulting change, all of which
shall be considered by ARCHITECT and OWNER in evaluating the proposed substitute.
ARCHITECT may require CONTRACTOR to furnish, at CONTRACTOR'S expense,
additional data about the proposed substitute. ARCHITECT and OWNER will be the
sole judge of acceptability, and no substitute will be ordered or installed without
ARCHITECT’S and OWNER’s prior written acceptance. OWNER may require
CONTRACTOR to furnish, at CONTRACTOR’S expense, a special performance
guarantee or other surety with respect to any substitute.
6.11.2 ARCHITECT will record time required by ARCHITECT and ARCHITECT'S consultants
in evaluating substitutions proposed by CONTRACTOR and in making changes in the
drawings or specifications occasioned thereby, whether or not ARCHITECT accepts a
proposed substitute. CONTRACTOR shall reimburse OWNER for the charges of
ARCHITECT and ARCHITECT'S consultants for evaluating any proposed substitute.
CONCERNING SUBCONTRACTORS:
6.12 CONTRACTOR shall not employ any Subcontractor or other person or organization (including
those who are to furnish the principal items of materials or equipment), whether initially or as a
substitute, against whom OWNER or ARCHITECT may have reasonable objection. A
Subcontractor or other person or organization identified in writing to OWNER and ARCHITECT
by CONTRACTOR prior to the Notice of Award, and not objected to in writing by OWNER or
ARCHITECT prior to the Notice of Award, will be deemed acceptable to OWNER and
ARCHITECT. Acceptance of any Subcontractor, other person or organization by OWNER or
ARCHITECT shall not constitute a waiver of any right of OWNER or ARCHITECT to reject
defective work. If OWNER or ARCHITECT, after due investigation, has reasonable objection to
any Subcontractor, or other person or organization proposed by CONTRACTOR after the Notice
of Award, CONTRACTOR shall submit an acceptable substitute, and the Contract Price shall be
increased or decreased by the difference in cost occasioned by such substitution, and an
appropriate change order shall be issued. CONTRACTOR shall not be required to employ any
Subcontractor, other person or organization against whom CONTRACTOR has reasonable
objection.
6.13 CONTRACTOR shall be fully responsible for all acts and omissions of his Subcontractors, and of
persons and organizations directly or indirectly employed by them, and of persons and
organizations for whose acts any of them may be liable to the same extent that CONTRACTOR is
responsible for the acts and omissions of persons directly employed by CONTRACTOR.
Nothing in the Contract Documents shall create a contractual relationship between OWNER or
ARCHITECT and any Subcontractor or other person or organization having a direct contract with
CONTRACTOR, nor shall it create any obligation on the part of OWNER or ARCHITECT to
pay or to see to the payment of any monies due any Subcontractor, or other person or
organization, except as may otherwise by required by law. OWNER or ARCHITECT may
furnish to any Subcontractor or other person or organization, to the extent practicable, evidence of
amounts paid to CONTRACTOR on account of specific Work done.
6.14 The divisions and sections of the specifications and the identifications of any drawings shall not
control CONTRACTOR in dividing the Work among Subcontractors, or delineating the Work to
be performed by any specific trade.
6.15 All Work performed for CONTRACTOR by a Subcontractor will be pursuant to an appropriate
agreement between CONTRACTOR and the Subcontractor which specifically binds the
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Subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of
the OWNER and ARCHITECT. CONTRACTOR shall pay each Subcontractor a just share of
any insurance monies received by CONTRACTOR on account of losses under policies issued
pursuant to paragraph 5.6.
PATENT FEES AND ROYALTIES:
6.16 CONTRACTOR shall pay all license fees and royalties, and assume all costs incident to the use
in the performance of the Work, or the incorporation in the Work of any invention, design,
process, product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work, and if to the actual knowledge of OWNER or
ARCHITECT its use is subject to patent rights or copyrights calling for the payment of any
license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the
Contract Documents. CONTRACTOR shall indemnify and hold harmless OWNER and
ARCHITECT and anyone directly or indirectly employed by either of them from and against all
claims, damages, losses, and expenses (including attorney’s fees) arising out of any infringement
of patent rights or copyrights incident to the use in the performance of the Work, or resulting
from the incorporation in the Work of any invention, design, process, product, or device not
specified in the Contract Documents, and shall defend all such claims in connection with any
alleged infringement of such rights.
PERMITS:
6.17 Unless otherwise provided in the Contract Documents, CONTRACTOR shall obtain and pay for
all construction permits and licenses except the OWNER will pay for the Town of Eagle Building
Permit. CONTRACTOR shall obtain and pay for Eagle County licenses. OWNER shall assist
CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall
pay all governmental charges and inspection fees necessary for the prosecution of the Work,
which are applicable at the time of opening of Proposals. CONTRACTOR shall pay all charges
of utility service companies for connections to the Work, and OWNER shall pay all charges of
such companies for capital costs related thereto.
LAWS AND REGULATIONS:
6.18 CONTRACTOR shall give all notices and comply with all laws, ordinances, rules, and
regulations applicable to the Work. If CONTRACTOR observes that the Specifications or
Drawings are at variance therewith, CONTRACTOR shall give ARCHITECT and OWNER
prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate
Modification. If CONTRACTOR performs any Work knowing, or having reason to know, that it
is contrary to such laws, ordinances, rules, and regulations, and without such notice to
ARCHITECT and OWNER, CONTRACTOR shall bear all costs arising therefrom; however, it
shall not be CONTRACTOR'S primary responsibility to make certain that the Specifications and
Drawings are in accordance with such laws, ordinances, rules, and regulations.
TAXES:
6.19 CONTRACTOR shall pay all sales, consumer, use, and other similar taxes required to be paid by
him in accordance with the law of the place of the Project. OWNER of this Project is Tax
Exempt.
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USE OF PREMISES:
6.20 CONTRACTOR shall confine construction equipment, the storage of materials and equipment,
and the operations of workmen to areas permitted by law, ordinances, permits, or the
requirements of the Contract Documents, and shall not unreasonably encumber the premises with
construction equipment or other materials or equipment.
6.21 During the progress of the Work, CONTRACTOR shall keep the premises free from
accumulations of waste materials, rubbish, and other debris resulting from the Work. At the
completion of the Work, CONTRACTOR shall remove all waste materials, rubbish, and debris
from and about the premises as well as all tools, appliances, construction equipment, and
machinery, and surplus materials, and shall leave the site clean and ready for occupancy by
OWNER. CONTRACTOR shall restore to their original condition those portions of the site not
designated for alteration by the Contract Documents.
6.22 CONTRACTOR shall not load, nor permit any part of any structure to be loaded, in any manner
that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or
adjacent property to stresses or pressures that will endanger it.
6.23 CONTRACTOR shall be responsible for removing all water and or mud interfering with the
Work.
6.24 CONTRACTOR shall perform the Work so as not to interfere with or disrupt the business
operations of any adjacent businesses.
6.25 Intentionally Omitted.
6.26 CONTRACTOR will locate all underground pipelines, conduits, ducts, cables, wires, manholes,
vaults, tanks, tunnels, or other such facilities or attachments, and any easements containing such
facilities, including those that convey electricity, gasses, steam, liquid petroleum products,
telephone or other communications, cable television, water, wastewater, storm water, other
liquids or chemicals, or traffic or other control systems which shall collectively be known as the
“Underground Facilities” prior to performing the Work. Unless it is otherwise expressly provided
in the Contract Documents;
6.26.1 OWNER shall not be responsible for providing any information to
CONTRACTOR regarding the Underground Facilities; and
6.26.2 The cost of all of the following will be included in the Contract Price, and
CONTRACTOR shall have full responsibility for:
a. Locating all Underground Facilities;
b. Coordination of the Work with the owners of such Underground Facilities,
including OWNER, during construction; and
c. Assurance that all safety and protection of all such Underground Facilities
and repairing any damage thereto resulting from the Work.
RECORD DOCUMENTS:
6.27 CONTRACTOR shall keep one record copy of all Specifications, Drawings, Addenda,
Modifications, Shop Drawings, and samples at the site in good order and annotated to show all
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changes made during the construction process. These shall be available to ARCHITECT for
examination and shall be delivered to ARCHITECT for OWNER upon completion of the Work.
SAFETY AND PROTECTION:
6.28 CONTRACTOR shall be responsible for initiating, maintaining, and supervising all safety
precautions and programs in connection with the Work. CONTRACTOR shall take all necessary
precautions for the safety of, and shall provide the necessary protection to prevent damage,
injury, or loss to:
6.28.1 all employees and Subcontractors on the Work and other persons who may be affected
thereby,
6.28.2 all the work and all materials or equipment to be incorporated therein, whether in storage
on or off the site, and
6.28.3 other property at the site, or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, and utilities not designated for removal, relocation or
replacement in the course of construction. CONTRACTOR shall comply with all
applicable laws, ordinances, rules, regulations, and orders of any public body having
jurisdiction for the safety of persons or property, or to protect them from damage, injury,
or loss; and shall erect and maintain all necessary safeguards for such safety and
protection. CONTRACTOR shall notify owners of adjacent property and utilities when
prosecution of the Work may affect them. All damage, injury, or loss to any property
referred to in paragraph 6.28.2 or 6.28.3 caused, directly or indirectly, in whole or in part,
by CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any
of them, or anyone for whose acts any of them may be liable, shall be remedied by
CONTRACTOR (except damage or loss attributable to the sole fault of drawings or
specifications, or solely to the acts or omissions of OWNER or ARCHITECT).
CONTRACTOR'S duties and responsibilities for the safety and protection of the Work
shall continue until such time as all the Work is completed and ARCHITECT has issued
a notice to OWNER and CONTRACTOR, in accordance with paragraph 14.13, that the
Work is acceptable.
6.29 CONTRACTOR shall designate a responsible member of his organization at the site whose duty
shall be the prevention of accidents. This person shall be CONTRACTOR'S superintendent,
unless otherwise designated in writing by CONTRACTOR to OWNER.
EMERGENCIES:
6.30 In emergencies affecting the safety or protection of persons, or the Work, or property at the site or
adjacent thereto, CONTRACTOR, without special instruction or authorization from
ARCHITECT to OWNER, is obligated to act to prevent threatened damage, injury, or loss.
CONTRACTOR shall give ARCHITECT and OWNER prompt written notice of any significant
changes in the Work, or deviations from the Contract Documents caused thereby.
SHOP DRAWINGS AND SAMPLES:
6.31 After checking and verifying all field measurements, CONTRACTOR shall submit to
ARCHITECT for review and approval, in accordance with the accepted schedule of Shop
Drawing submissions, five copies (unless otherwise specified in the Basic Requirements section
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1.21 B) of all shop drawings, which shall have been checked by, and stamped with the approval
of, CONTRACTOR, and identified as ARCHITECT may require. The data shown on the Shop
Drawings will be complete with respect to dimensions, design criteria, materials of construction,
and like information to enable ARCHITECT to review the information as required.
6.32 CONTRACTOR shall also submit to ARCHITECT for review and approval, with such
promptness as to cause no delay in Work, all samples required by the Contract Documents. All
samples will have been checked by, and stamped with the approval of CONTRACTOR,
identified clearly as to material, manufacturer, and any pertinent catalog numbers, and the use for
which intended.
6.33 At the time of each submission, CONTRACTOR shall, in writing, call ARCHITECT'S and
OWNER’s attention to any deviations that the shop drawings or samples may have from the
requirements of the Contract Documents.
6.34 ARCHITECT with prior approval of OWNER will review and approve, with reasonable
promptness, shop drawings and samples, but ARCHITECT'S and/or OWNER’s review and
approval shall be only for conformance with the design concept of the Project, and for
compliance with the information given in the Contract Documents, and shall not extend to means,
methods, sequences, techniques, or procedures of construction, or to safety precautions of
programs incident thereto. The review and approval of a separate item as such will not indicate
approval of the assembly in which the item functions. CONTRACTOR shall make any
corrections required by ARCHITECT or OWNER, and shall return the required number of
corrected copies of shop drawings, and resubmit new samples for review and approval.
CONTRACTOR shall direct specific attention in writing to revisions other than the corrections
called for by ARCHITECT or OWNER on previous submittals. CONTRACTOR'S stamp of
approval on any shop drawing or sample shall constitute a representation to OWNER and
ARCHITECT that CONTRACTOR has either determined and verified all quantities, dimensions,
field construction criteria, materials catalog numbers, and similar data, or assumes full
responsibility for doing so, and that CONTRACTOR has reviewed or coordinated each Shop
Drawing or sample with the requirements of the Work and the Contract Documents.
6.35 Where a Shop Drawing or sample is required by the specifications, no related Work shall be
commenced until the submittal has been reviewed and approved by ARCHITECT as to Shop
Drawing and ARCHITECT and OWNER as to samples
6.36 ARCHITECT'S review and approval of Shop Drawings or ARCHITECT’S and OWNER’S
review and approval samples shall not relieve CONTRACTOR from responsibility for any
deviations from the Contract Documents unless CONTRACTOR has, in writing, called
ARCHITECT'S and /or OWNER’s attention to such deviation at the time of submission, and
ARCHITECT with prior approval of OWNER has given written concurrence and approval to the
specific deviation, nor shall any concurrence or approval by ARCHITECT or OWNER relive
CONTRACTOR from responsibility for errors or omissions in the Shop Drawings.
CONTINUING THE WORK:
6.37 CONTRACTOR shall carry on the Work and maintain the progress schedule during all disputes
or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of
any disputes or disagreements, except as CONTRACTOR and OWNER may otherwise agree in
writing.
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INDEMNIFICATION:
6.38 To the fullest extent permitted by law, CONTRACTOR shall indemnify and hold harmless
OWNER and ARCHITECT, and their officials, agents and employees, from and against all
claims, damages, liabilities, losses, and expenses including, but not limited to, attorney’s fees and
costs arising out of, or resulting from, the performance or non-performance of the Work, and
including, but not limited to, claims, damages, liabilities, losses, or expenses attributable to bodily
injury, sickness, disease, or death, or to injury to or destruction of tangible property including the
loss of use resulting therefrom or is caused, in whole or in part, by any negligent act or omission
of CONTRACTOR, any Subcontractor, anyone directly or indirectly employed by any of them,
or anyone for whose acts any of them may be liable. Nothing in the contract shall be interpreted
that the OWNER waives its sovereign immunity granted under Colorado Governmental
Immunity Act if applicable or other applicable law.
6.39 In any and all claims against OWNER or ARCHITECT, or any of their agents or employees, by
any employee of CONTRACTOR, any Subcontractor, anyone directly or indirectly employed by
any of them, or anyone for whose acts any of them may be liable, the indemnification obligation
under paragraph 6.38 shall not be limited in any way by any limitation on the amount or type of
damages, compensation, or benefits payable by or for CONTRACTOR or any Subcontractor
under worker’s compensation acts, disability benefit acts, or other employee benefit acts.
6.40 The obligations of CONTRACTOR under paragraph 6.38 shall not extend to the liability of
ARCHITECT, his agents, or employees arising out of the preparation or approval of maps,
drawings, opinions, reports, surveys, change orders, designs, or specifications.
ARTICLE 7 – WORK BY OTHERS
7.1 OWNER may perform additional Work related to the Project by himself, or have additional work
performed by utility service companies, or let other direct contracts therefore which shall contain
general conditions similar to these. CONTRACTOR shall afford the utility service companies
and the other contractors who are parties to such direct contracts (or OWNER, if OWNER is
performing the additional work with OWNER'S employees) reasonable opportunity for the
introduction and storage of materials and equipment, and the execution of work, and shall
properly connect and coordinate his work with theirs.
7.2 If any part of CONTRACTOR'S Work depends, for proper execution or results, upon the Work of
any such other contractor or utility service company (or OWNER), CONTRACTOR shall inspect
and promptly report to ARCHITECT and OWNER in writing any patent or apparent defects or
deficiencies in such Work that render it unsuitable for such proper execution and results.
CONTRACTOR'S failure to so report shall constitute an acceptance of the other Work as fit and
proper for integration with CONTRACTOR'S Work, except for latent or non-apparent defects
and deficiencies in the other Work.
7.3 CONTRACTOR shall do all cutting, fitting, and patching of his Work that may be required to
make its several parts come together properly and integrate with such other Work.
CONTRACTOR shall not endanger any work of others by cutting, excavating, or otherwise
altering their work, and will only cut or alter their work with the written consent of ARCHITECT
and OWNER and the others whose work will be affected.
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7.4 If the performance of additional work by other contractors or utility service companies or
OWNER was not noted in the Contract Documents, written notice thereof shall be given to
CONTRACTOR prior to starting any such additional work. If CONTRACTOR believes that the
performance of such additional work by OWNER or others involves additional expense to
CONTRACTOR, or requires an extension of the Contract Time, CONTRACTOR may make a
claim therefore as provided in Articles 11 and 12.
ARTICLE 8 – OWNER’S RESPONSIBILITIES
8.1 OWNER shall issue communications to CONTRACTOR or through ARCHITECT.
8.2 In case of termination of the employment of ARCHITECT, OWNER shall appoint an
ARCHITECT whose status under the Contract Documents shall be that of the former
ARCHITECT.
8.3 OWNER and all of its employees and agents shall have the right to full access and use of the
Project site. Such use shall not constitute acceptance of the Work or any part thereof, or waive
any of OWNER’S rights or remedies under the Contract Documents.
ARTICLE 9 – ARCHITECT’S STATUS DURING CONSTRUCTION
OWNER’S REPRESENTATIVE:
9.1 The duties and responsibilities and the limitations of authority of ARCHITECT as an OWNER'S
representative during construction are set forth in the Contract Documents, and shall not be
extended without written consent of OWNER and ARCHITECT. Notwithstanding anything to
the contrary herein, in all instances in the Contract Documents where ARCHITECT has the
authority to make decisions concerning quality of and acceptance of the Work performed by
CONTRACTOR the ARCHITECT shall first discuss such decision and proposed acceptance
with OWNER and obtain its approval prior to communicating with the CONTRACTOR. Further,
in all instances in the Contract Documents where ARCHITECT has the authority to make a
decision that impacts the Project budget or Contract Price or payment to the CONTRACTOR,
then ARCHITECT shall first discuss the payment or costs with OWNER and obtain its approval
prior to approving any payment, additive or deductive Work. This paragraph is not intended as
and shall not be a waiver of ARCHITECT’S responsibility for oversight of the Work.
VISITS TO SITE:
9.2 ARCHITECT will make visits to the site at intervals appropriate to the various stages of
construction to observe the progress and quality of the executed Work and to determine, in
general, if the Work is proceeding in accordance with the Contract Documents. ARCHITECT
will not be required to make exhaustive or continuous on-site inspections to check the quality or
quantity of the Work. ARCHITECT'S efforts will be directed toward providing for OWNER a
greater degree of confidence that the completed Work will conform to the Contract Documents.
On the basis of such visits and on-site observations, as an experienced and qualified design
professional, ARCHITECT will keep OWNER informed of the progress of the Work, and will
endeavor to guard OWNER against defects and deficiencies in the Work.
CLARIFICATIONS AND INTERPRETATIONS:
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9.3 ARCHITECT will issue, with reasonable promptness, such written clarifications or
interpretations of the Contract Documents (in the form of drawings or otherwise) as
ARCHITECT and OWNER may determine necessary, which shall be consistent with, or
reasonably inferable from, the overall intent of the Contract Documents.
If CONTRACTOR believes that a written clarification or interpretation justifies an increase in the
Contract Price or Contract Time, CONTRACTOR may make a claim therefore, as provided in
Article 11 or Article 12.
REJECTING DEFECTIVE WORK:
9.4 ARCHITECT after conferring and receiving approval of OWNER will have authority to
disapprove or reject Work which is defective, and will also have authority to require special
inspection or testing of the Work as fabricated, installed, or completed.
SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS:
9.5 In connection with ARCHITECT'S responsibility for Shop Drawings and samples, see paragraphs
6.31 through 6.37 inclusive.
9.6 In connection with ARCHITECT'S responsibilities as to Change Orders see Articles 10, 11, and
12.
9.7 In connection with ARCHITECT'S responsibilities in respect to applications for payment, etc.,
see Article 14.
PROJECT REPRESENTATION:
9.8 Intentionally Omitted.
DECISIONS ON DISAGREEMENTS:
9.9 ARCHITECT will be the initial interpreter of the requirements of the Contract Documents
concerning the acceptability of the Work thereunder. Claims, disputes, and other matters relating
to the acceptability of the Work, or the interpretation of the requirements of the Contract
Documents pertaining to the execution and progress of the Work, shall be referred initially to
ARCHITECT in writing with a request for a formal decision which ARCHITECT and OWNER
will together render in writing within a reasonable time. The final decision concerning any claim,
dispute or other matter relating to acceptability of the Work or interpretation of the requirements
of the Contract Documents pertaining to the execution and progress of the Work shall be
OWNER’s.
LIMITATIONS ON ARCHITECT'S RESPONSIBILITIES:
9.10 Neither ARCHITECT'S or OWNER’s authority to act under this Article 9, or elsewhere in the
Contract Documents, nor any decision made by ARCHITECT or OWNER in good faith either to
exercise or not exercise such authority shall give rise to any duty or responsibility of
ARCHITECT or OWNER to CONTRACTOR, any Subcontractor, any manufacturer, fabricator,
supplier, or distributor, or any of their agents or employees, or any other person performing any
of the Work.
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9.11 Whenever, in the Contract Documents, the terms “as ordered”, “as directed”, “as required”, “as
allowed”, or terms of like effect or import are used, or the adjectives “reasonable”, “suitable”,
“acceptable”, “proper”, or “satisfactory”, or adjectives of like effect or import are used to
describe requirement, direction, review, or judgment of ARCHITECT as to the Work, it is
intended that such requirement direction, review, or judgment will be solely to evaluate the Work
for compliance with the Contract Documents (unless there is a specific statement indicating
otherwise). The use of any such term or adjective never indicates that ARCHITECT shall have
authority to supervise or direct performance of the Work, or authority to undertake responsibility
contrary to the provisions of paragraphs 9.12 or 9.13.
9.12 ARCHITECT and OWNER will not be responsible for CONTRACTOR'S means, methods,
techniques, sequences or procedures of construction, or the safety precautions and programs
incident thereto, and ARCHITECT and OWNER will not be responsible for CONTRACTOR'S
failure to perform the Work in accordance with the Contract Documents.
9.13 ARCHITECT and OWNER will not be responsible for the acts or omissions of CONTRACTOR,
or of any Subcontractor, or of the agents or employees of any CONTRACTOR or Subcontractor,
or of any other persons at the site or otherwise performing any of the Work.
ARTICLE 10 – CHANGES IN THE WORK
10.1 Without invalidating the Agreement, OWNER may, at any time or from time to time, order
additions, deletions, or revisions in the Work; these will be authorized by written change orders.
Upon receipt of a change order, CONTRACTOR shall proceed with the Work involved. All such
Work shall be executed under the applicable conditions of the Contract Documents. If any
change order causes an increase or decrease in the Contract Price, or an extension or shortening
of the Contract Time, an equitable adjustment will be made as provided in Article 11 or Article
12 on the basis of a claim made by either party.
10.2 ARCHITECT with approval of OWNER may authorize minor changes in the Work, not
involving an adjustment in the Contract Price or the Contract Time, which are consistent with the
overall intent of the Contract Documents. These may be accomplished by a field order, and shall
be binding on OWNER, and also on CONTRACTOR who shall perform the change promptly. If
CONTRACTOR believes that a field order justifies an increase in the Contract Price or Contract
Time, CONTRACTOR may make a claim therefore as provided in Article 11 or Article 12.
10.3 Additional Work performed without authorization of a change order will not entitle
CONTRACTOR to an increase in the Contract Price, or an extension of the Contract Time,
except in the case of an emergency as provided in paragraph 6.30, and except as provided in
paragraph 13.9.
10.4 OWNER may execute appropriate change orders prepared by ARCHITECT covering changes in
the Work which are required by OWNER, or required because of unforeseen physical conditions
or emergencies, or because of uncovering Work found not to be defective, or as provided in
paragraphs 11.10 or 11.11.
10.5 Intentionally Omitted.
ARTICLE 11 – CHANGE OF CONTRACT PRICE
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11.1 The Contract Price constitutes the total compensation (subject to authorized adjustments) payable
to CONTRACTOR for performing the Work. All duties, responsibilities, and obligations
assigned to or undertaken by CONTRACTOR shall be at his expense without change in the
Contract Price.
11.2 The Contract Price may only be changed by a Change Order. Any claim for an increase in the
Contract Price shall be based on written notice delivered to OWNER and ARCHITECT within
seven days of the occurrence of the event giving rise to the claim. Any change in the Contract
Price resulting from any such claim shall first be approved by ARCHITECT and OWNER before
being incorporated in a change order.
11.3 No change orders or other form of order or directive which requires additional compensable
Work to be performed may be issued or be effective unless accompanied by a written assurance
to the CONTRACTOR that lawful appropriations to cover the costs of the additional Work have
been made.
11.4 The value of any Work covered by a change order, or of any claim for an increase or decrease in
the Contract Price, shall be determined in one of the following ways:
11.4.1 Where the Work involved is covered by unit prices contained in the Contract Documents,
by application of unit prices to the quantities of the items involved (subject to the
provisions of paragraph 11.10).
11.4.2 By mutual acceptance of a lump sum.
11.4.3 On the basis of the Cost of the Work (determined as provided in paragraphs 11.5 and
11.6) plus a Contractor’s Fee for overhead and profit as provided in paragraph 11.7.
11.4.4 Regardless of method for determining the value of any Work covered by a change order,
the CONTRACTOR shall provide OWNER with written documentation concerning the
claim, including but not limited to the specific reasons for the claim.
11.5 The term “Cost of the Work” means the sum of any and all costs necessarily incurred and paid by
CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to
in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the
locality for the Project, shall include only the following items, and shall not include any of the
costs itemized in paragraph 11.6:
11.5.1 Payroll costs for employees in the direct employ of CONTRACTOR on-site in the
performance of the Work under schedules of job classifications agreed upon by OWNER
and CONTRACTOR. Payroll costs for employees not employed full time on the Work
shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include, but not be limited to, salaries and wages, plus the cost of fringe benefits which
shall include social security contributions, unemployment, excise and payroll taxes,
worker’s compensation, health and retirement benefits, bonuses, sick leave, vacation and
holiday pay applicable thereto. Such employees shall include superintendents and
foremen at the site. The expenses of performing Work after regular working hours, or on
Sunday or legal holidays, shall be included in the above only to the extent authorized by
OWNER.
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11.5.2 Cost of all materials and equipment furnished and incorporated in the Work, including
costs of transportation and storage thereof, and manufacturers’ field services required in
connection therewith. All cash discounts shall accrue to OWNER. All trade discounts,
rebates and refunds, and all returns from sale of surplus materials and equipment shall
accrue to OWNER, and CONTRACTOR shall make provisions so that they may be
obtained.
11.5.3 Payments made by CONTRACTOR to the Subcontractors for Work performed by
Subcontractors. If required by OWNER, CONTRACTOR shall obtain competitive bids
from Subcontractors acceptable to CONTRACTOR, and shall deliver such bids to
OWNER, who will then determine, with the advice of ARCHITECT, which bids will be
accepted. If a subcontract provides that the Subcontractor is to be paid on the basis of
Cost of the Work, the Subcontractor’s Cost of the Work plus a fee shall be determined in
the same manner as CONTRACTOR'S Cost of the Work. All Subcontracts shall be
subject to the other provisions of the Contract Documents insofar as applicable.
11.5.4 Supplemental costs including the following:
11.5.4.1 The proportion of necessary transportation, travel, and subsistence expenses of
CONTRACTOR'S employees incurred in discharge of duties connected with the
Work.
11.5.4.2 Cost, including transportation and maintenance, of all materials, supplies,
equipment, machines, appliances, office and temporary facilities at the site, and
hand tools not owned by the workmen, which are consumed in the performance
of the Work, and cost less market value of such items used but not consumed
which remain the property of CONTRACTOR.
11.5.4.3 Rentals of all construction equipment and machinery, and the parts thereof,
whether rented from CONTRACTOR or others in accordance with rental
agreements approved by OWNER with the advice of ARCHITECT, and the costs
of transportation, loading, unloading, installation, dismantling and removal
thereof, all in accordance with terms of said rental agreements. The rental of any
such equipment, machinery or parts shall cease when the use thereof is no longer
necessary for the Work.
11.5.4.4 Intentionally Omitted.
11.5.4.5 Deposits lost for causes other than CONTRACTOR'S negligence, royalty
payments, and fees for permits and licenses.
11.5.4.6 Intentionally Omitted.
11.5.4.7 Intentionally Omitted.
11.5.4.8 Intentionally Omitted.
11.5.4.9 Cost of premiums for additional bonds and insurance required because of
changes in the Work.
11.6 The term “Cost of the Work” shall not include any of the following:
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11.6.1 Payroll costs and other compensation of CONTRACTOR'S officers, executives,
principals (of partnership and sole proprietorship), general managers, ARCHITECT's,
architects, estimators, lawyers, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by CONTRACTOR
whether at the site or in his principal or a branch office for general administration of the
Work, and not specifically included in the agreed upon schedule of job classifications
referred to in subparagraph 11.5.1. all of which are considered to be administrative costs
covered by the Contractor’s Fee.
11.6.2 Expenses of CONTRACTOR'S principal and branch office, other than CONTRACTOR'S
office at the site.
11.6.3 Any part of CONTRACTOR'S capital expenses including interest on CONTRACTOR'S
capital employed for the Work, and charges against CONTRACTOR for delinquent
payments.
11.6.4 Cost of premiums for all bonds and for all insurance whether or not CONTRACTOR is
required by the Contract Documents to purchase and maintain the same (except for
additional bonds and insurance required because of changes in the Work).
11.6.5 Costs due to the negligent performance or non-performance of CONTRACTOR, any
Subcontractor, or anyone directly or indirectly employed by any of them, or for whose
acts any of them may be liable, including, but not limited to, the correction of defective
Work, disposal of materials or equipment wrongly supplied, and making good any
damage to property.
11.6.6 Other overhead or general expense costs of any kind, and the costs of any item not
specifically and expressly included in paragraph 11.5.
CONTRACTOR’S FEE:
11.7 The Contractor’s Fee allowed to CONTRACTOR for overhead and profit shall be determined as
follows:
11.7.1 A mutually acceptable fixed fee as provided in the SUPPLEMENTAL UNIT PRICING
for Construction Manager/General Contractor Overhead and Profit Fee.
11.7.2. No fee shall be payable on the basis of costs itemized under paragraphs 11.5.4 and 11.6.
11.8 The amount of credit to be allowed by CONTRACTOR to OWNER for any such change which
results in a net decrease in cost will be the amount of the actual net decrease. When both
additions and credits are involved in any one change, the combined adjustment to overhead and
profit shall be figured on the basis of the net increase or decrease in allowable costs, if any.
ADJUSTMENT OF UNIT QUANTITIES:
11.9 Whenever the cost of any Work is to be determined based upon unit price, CONTRACTOR will
submit, in form acceptable to ARCHITECT and OWNER, an itemized cost breakdown together
with supporting data.
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11.10 Where the quantity of Work with respect to any item that is covered by a unit price differs
materially and significantly from the quantity of such Work indicated in the Contract Documents,
an appropriate change order (additive or deductive) may be issued on recommendation of
ARCHITECT with written approval of OWNER. In no event will the unit price bid by
CONTRACTOR be modified, but the quantity of any item may be increased or decreased as set
forth herein. Notwithstanding the foregoing, in no event will the change modify the not to exceed
the Contract Price or otherwise be modified without a change order approved by OWNER in
writing.
CASH ALLOWANCES:
11.11 It is understood that CONTRACTOR has included in the Contract Price all allowances so named
in the Contract Documents, and shall cause the Work so covered to be done by such
Subcontractors, manufacturers, fabricators, suppliers, or distributors, and for such sums within the
limit of the allowances as may be acceptable to ARCHITECT and OWNER. Upon final
payment, the Contract Price shall be adjusted as required, and an appropriate change order issued.
CONTRACTOR agrees that the original Contract Price includes such sums as CONTRACTOR
deems proper for costs and profit on account of cash allowances. No demand for additional cost
or profit in connection therewith will be valid.
ARTICLE 12 – CHANGE OF THE CONTRACT TIME
12.1 The Contract Time may only be changed by a change order. Any claim for an extension in the
Contract Time shall be based on written notice delivered to OWNER and ARCHITECT within
seven days of the occurrence of the event giving rise to the claim. Any change in the Contract
Time resulting from any such claim shall be incorporated in a change order.
12.2 All time limits stated in the Contract Documents are of the essence of the Agreement. The
provisions of Articles 11 and 12 are CONTRACTOR'S sole remedies for delay by any cause
whatsoever, including acts of OWNER.
ARTICLE 13 – WARRANTY AND GUARANTEE; TESTS AND INSPECTION; CORRECTION,
REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK
WARRANTY AND GUARANTEE:
13.1 CONTRACTOR warrants and guarantees to OWNER and ARCHITECT that all Work will be in
accordance with the Contract Documents and will not be defective. Prompt notice of all defects
shall be given to CONTRACTOR. All defective Work, whether or not in place, may be rejected,
corrected, or accepted as provided in this Article 13. Further, CONTRACTOR warrants to
OWNER that (i) materials and equipment furnished under the Contract Documents shall be of
highest quality and new unless otherwise required or permitted by the Contract Documents; (ii)
the Work shall be free from defects and deficiencies; (iii) the Work shall conform to the
requirements of the Contract Documents, applicable laws and applicable permits; and (iv) the
Work shall be performed in a good and workman like manner. All guarantees and warranties of
equipment or materials furnished to CONTRACTOR or any Subcontractor(s) by any
manufacturer or supplier shall be for the benefit of OWNER. CONTRACTOR does hereby
covenant, warrant and agree that it shall repair or replace any and all of the Work, together with
other Work which may be displaced by such repair or replacement, without any cost to OWNER
for a period of one year following the date of Substantial Completion of the Work. This
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obligation shall survive both final payment for the Work or designated portion thereof and
termination of this Agreement.
ACCESS TO WORK:
13.2 OWNER, ARCHITECT, ENGINEER'S representatives, other representatives of OWNER, testing
agencies, and governmental agencies with jurisdictional interests will have access to the Work at
reasonable times for their observation, inspection and testing. CONTRACTOR shall provide
proper and safe conditions for such access.
TESTS AND INSPECTIONS:
13.3 CONTRACTOR shall give ARCHITECT and OWNER timely notice of readiness of Work for all
required inspections, tests or approvals.
13.4 If any law, ordinance, rule, regulation, code, or order of any public body having jurisdiction
requires any Work (or part thereof) to specifically be inspected, tested, or approved,
CONTRACTOR shall assume full responsibility therefore, pay all costs in connection therewith,
and furnish ARCHITECT and OWNER the required certificates of inspection, testing, or
approval. CONTRACTOR shall also be responsible for and shall pay all costs in connection with
any inspection or testing required in connection with OWNER'S or ARCHITECT'S acceptance of
a manufacturer, fabricator, supplier or distributor of materials or equipment proposed to be
incorporated in the Work, or of materials or equipment submitted for approval prior to
CONTRACTOR'S purchase thereof for incorporation of the Work. The cost of all other
inspections, tests, and approvals required by the Contract Documents shall be paid by OWNER
(unless otherwise specified).
13.5 Any inspections, tests, or approvals, other than those required by law, ordinance, rule, regulation,
code, or order of any public body having jurisdiction, shall be performed by organizations
acceptable to OWNER and CONTRACTOR (or by ARCHITECT if so specified).
13.6 If any Work that is to be inspected, tested, or approved is covered without written concurrence of
ARCHITECT and OWNER, it must, if requested by ARCHITECT or OWNER, be uncovered for
observation. Such uncovering shall be at CONTRACTOR'S expense, unless CONTRACTOR
has given ARCHITECT and OWNER timely notice of CONTRACTOR'S intention to cover such
Work and ARCHITECT or OWNER has not acted with reasonable promptness in response to
such notice.
13.7 Neither observations by ARCHITECT or OWNER nor inspections, tests, or approvals by others
shall relieve CONTRACTOR from his obligations to perform the Work in accordance with the
Contract Documents.
UNCOVERING WORK:
13.8 If any Work is covered contrary to the written request of ARCHITECT or OWNER, it must, if
requested by ARCHITECT or OWNER, be uncovered for ARCHITECT’S and OWNER’s
observation and replaced at CONTRACTOR'S expense.
13.9 If ARCHITECT or OWNER considers it necessary or advisable that covered Work be observed
by ARCHITECT or OWNER, or inspected or tested by others, CONTRACTOR, at
ARCHITECT'S or OWNER’s request, shall uncover, expose, or otherwise make available for
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observation, inspection, or testing as ARCHITECT or OWNER may require, that portion of the
Work in question, furnish all necessary labor, material, and equipment. If it is found that such
Work is defective, CONTRACTOR shall bear all the expenses of such uncovering, exposure,
observation, inspection, and testing of satisfactory reconstruction, including compensation for
additional professional services, and an appropriate deductive change order shall be issued. If,
however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in
the Contract Price, or an extension of the Contract Time, or both, directly attributable to such
uncovering, exposure, observation, inspection, testing, and reconstruction.
OWNER MAY STOP THE WORK:
13.10 If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workmen or suitable
materials or equipment, OWNER may order CONTRACTOR to stop the Work, or any portion
thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop
the Work shall not give rise to any duty on the part of OWNER to exercise this right for the
benefit of CONTRACTOR or any other party.
CORRECTION OR REMOVAL OF DEFECTIVE WORK:
13.11 If required by ARCHITECT or OWNER, CONTRACTOR shall promptly, without cost to
OWNER and as specified by ARCHITECT or OWNER, either correct any defective Work,
whether or not fabricated, installed, or completed, or, if the Work has been rejected by
ARCHITECT or OWNER, remove it from the site and replace it with non-defective Work in a
manner acceptable to the ARCHITECT and OWNER.
ONE YEAR CORRECTION PERIOD:
13.12 If, within one year after the date of Substantial Completion, or such longer period of time as may
be prescribed by law, or by the terms of any applicable special guarantee required by the Contract
Documents, or by any other specific provision of the Contract Documents, any Work is found to
be defective, CONTRACTOR shall promptly, without cost to OWNER, and in accordance with
OWNER'S written instructions, either correct such defective Work, or, if it has been rejected by
OWNER, remove it from the site, and replace it with non-defective Work. If CONTRACTOR
does not promptly comply with the terms of such instructions, or in an emergency where delay
would cause serious risk of loss or damage, OWNER may have the defective Work corrected or
the rejected Work removed and replaced, and all direct and indirect costs of such removal and
replacement, including compensation for additional professional services, shall be paid by
CONTRACTOR.
ACCEPTANCE OF DEFECTIVE WORK:
13.13 If, instead of requiring correction or removal and replacement of defective Work, OWNER (and
prior to ARCHITECT'S recommendation of final payment) prefers to accept it, OWNER may do
so. In such case, if acceptance occurs prior to ARCHITECT'S recommendation of final payment,
a change order shall be issued incorporating the necessary revisions in the Contract Price; or, if
the acceptance occurs after such recommendation, an appropriate amount shall be paid by
CONTRACTOR to OWNER.
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OWNER MAY CORRECT DEFECTIVE WORK:
13.14 If CONTRACTOR fails, within a reasonable time after written notice of ARCHITECT and
OWNER, to proceed to correct defective Work, or to remove and replace rejected Work as
required by ARCHITECT or OWNER in accordance with paragraph 13.11, or if CONTRACTOR
fails to perform the Work in accordance with the Contract Documents (including any
requirements of the progress schedule), OWNER may, after seven days written notice to
CONTRACTOR, correct and remedy any such deficiency. In exercising his rights under this
paragraph OWNER shall proceed expeditiously. To the extent necessary to complete corrective
and remedial action, OWNER may exclude CONTRACTOR from all part of the site, take
possession of all or part of the Work, and suspend CONTRACTOR'S services related thereto,
take possession of CONTRACTOR'S tools, appliances, construction equipment, and machinery at
the site, and incorporate in the Work all materials and equipment stored at the site, or for which
OWNER has paid CONTRACTOR, but which are stored elsewhere. CONTRACTOR shall allow
OWNER, OWNER'S representatives, agents, and employees such access to the site as may be
necessary to enable OWNER to exercise his rights under this paragraph. All direct and indirect
costs of OWNER in exercising such rights shall be charged against CONTRACTOR in an
amount verified by ARCHITECT, and a change order shall be issued incorporating the necessary
revisions in the Contract Documents and a reduction in the Contract Price. Such direct and
indirect costs shall include, in particular but without limitation, compensation for additional
professional services required, and all costs of repair and replacement of work of others destroyed
or damaged by correction, removal, or replacement of CONTRACTOR'S defective Work.
CONTRACTOR shall not be allowed an extension of the Contract Time because of any delay in
performance of the Work attributable to the exercise by OWNER of OWNER'S rights hereunder.
ARTICLE 14 – PAYMENTS TO CONTRACTOR AND COMPLETION
SCHEDULES:
14.1 At least ten days prior to submitting the first application for a progress payment, CONTRACTOR
shall (except as otherwise specified in the general requirements) submit to ARCHITECT and
OWNER a progress schedule, a final schedule of Shop Drawing submissions, and, where
applicable, a schedule of values of the Work. These schedules shall be satisfactory in form and
substance to ARCHITECT and OWNER. The schedule of values shall include quantities and
unit prices aggregating the Contract Price, and shall subdivide the Work into component parts in
sufficient detail to serve as the basis for progress payments during construction. Upon acceptance
of the schedule of values by ARCHITECT and OWNER, it shall be incorporated into a form of
application for payment acceptable to ARCHITECT and OWNER.
APPLICATION FOR PROGRESS PAYMENT:
14.2 At least ten days before each progress payment falls due (but not more often than once a month),
CONTRACTOR shall submit to ARCHITECT and OWNER for review an application for
payment filled out and signed by CONTRACTOR covering the Work completed as of the date of
the application, and accompanied by such supporting documentation as is required by the
Contract Documents, and also as ARCHITECT or OWNER may reasonably require. If payment
is requested on the basis of materials and equipment not incorporated in the Work, but delivered
and suitably stored at the site or at another location agreed to in writing, the application for
payment shall also be accompanied by such data, satisfactory to OWNER, as will establish
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OWNER'S title to the material and equipment, and protect OWNER'S interest therein, including
applicable insurance. Each subsequent application for payment shall include an affidavit of
CONTRACTOR stating that all previous progress payments received on account of the Work
have been applied to discharge in full all of CONTRACTOR'S obligations reflected in prior
applications for payment. The amount of retainage with respect to progress payments will be as
stipulated in the Agreement.
CONTRACTOR'S WARRANTY OF TITLE:
14.3 CONTRACTOR warrants and guarantees that title to all Work, materials, and equipment covered
by any application for payment, whether incorporated in the Project or not, will pass to OWNER
at the time of payment free and clear of all liens, claims, security interests, and encumbrances
(hereafter in these General Conditions referred to as “Liens”).
REVIEW OF APPLICATIONS FOR PROGRESS PAYMENT:
14.4 ARCHITECT will, within ten days after receipt of each application for payment, either indicate in
writing a recommendation of payment and present the application to OWNER, or return the
application to CONTRACTOR indicating in writing ARCHITECT'S reasons for refusing to
recommend payment. In the latter case, CONTRACTOR may make the necessary corrections
and resubmit the application. OWNER shall, within twenty days of presentation to him of the
application for payment with ARCHITECT'S recommendation, pay CONTRACTOR the amount
recommended.
14.5 ARCHITECT'S recommendation of any payment requested in an application for payment will
constitute a representation by ARCHITECT to OWNER that, based on ARCHITECT'S on-site
observations of the Work in progress as an experienced and qualified design professional, and on
ARCHITECT'S review of the application for payment, and the accompanying data and schedules,
the Work has progressed to the point indicated; that, to the best of ARCHITECT'S knowledge,
information, and belief, the quality of the Work is in accordance with the Contract Documents
(subject to an evaluation of the Work as a functioning Project upon substantial completion, and to
the results of any subsequent tests called for in the Contract Documents and any qualifications
stated in the recommendation); and, that CONTRACTOR is entitled to payment of the amount
recommended. However, by recommending any such payment, ARCHITECT will not thereby
be deemed to have represented that exhaustive or continuous on-site inspections have been made
to check the quality or the quantity of Work, or that the means, methods, techniques, sequences,
and procedures of construction have been reviewed, or that any examination has been made to
ascertain how or for what purpose CONTRACTOR has used the monies paid or to be paid to
CONTRACTOR on account of the Contract Price, or that title to any Work, materials, or
equipment has passed to OWNER free and clear of any Liens.
14.6 ARCHITECT'S recommendation of final payment will constitute an additional representation by
ARCHITECT to OWNER that the conditions precedent to CONTRACTOR'S being entitled to
final payment as set forth in paragraph 14.13 have been fulfilled.
14.7 ARCHITECT may refuse to recommend the whole, or any part of any payment if, in his opinion,
it would be incorrect to make such representations to OWNER. He may also refuse to
recommend any such payment, or, because of subsequently discovered evidence, or the results of
subsequent inspections or tests, nullify any such payment previously recommended to such extent
as may be necessary in ARCHITECT'S opinion to protect OWNER from loss because:
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14.7.1 the work is defective, or completed Work has been damaged requiring correction or
replacement,
14.7.2 written claims have been made against OWNER, or liens have been filed in connection
with the Work,
14.7.3 the Contract Price has been reduced because of Modifications,
14.7.4 OWNER has been required to correct defective Work, or complete the Work in
accordance with paragraph 13.14,
14.7.5 of CONTRACTOR'S unsatisfactory prosecution of the Work in accordance with the
Contract Documents, or
14.7.6 CONTRACTOR'S failure to make payment to Subcontractors, or for labor, materials, or
equipment.
SUBSTANTIAL COMPLETION:
14.8 When CONTRACTOR considers the entire Work ready for its intended use, CONTRACTOR
shall, in writing to OWNER and ARCHITECT, certify that the entire Work is substantially
complete, and request that ARCHITECT issue a certificate of substantial completion. Within a
reasonable time thereafter, OWNER, CONTRACTOR, and ARCHITECT shall make an
inspection of the Work to determine the status of completion. If ARCHITECT after conferring
with OWNER does not consider the Work substantially complete, ARCHITECT will notify
CONTRACTOR in writing giving his reasons therefor. If ARCHITECT after conferring with
OWNER considers the Work substantially complete, ARCHITECT will prepare and deliver to
OWNER a tentative certificate of substantial completion which shall fix the date of substantial
completion. There shall be attached to the certificate a tentative list of items to be completed or
corrected before final payment. OWNER shall have seven days after receipt of the tentative
certificate during which he may make written objection to ARCHITECT as to any provisions of
the certificate or attached list. If, after considering such objections, ARCHITECT concludes that
the Work is not substantially complete, ARCHITECT will, within fourteen days after submission
of the tentative certificate to OWNER, notify CONTRACTOR in writing stating his reasons
therefor. If, after consideration of OWNER’S objections, ARCHITECT considers the Work
substantially complete, ARCHITECT will, within said fourteen days, execute and deliver to
OWNER and CONTRACTOR a definitive certificate of substantial completion (with a revised
tentative list of items to be completed or corrected) reflecting such changes from the tentative
certificate as he believes justified after consideration of any objections from OWNER. At the
time of delivery of tentative certificate of substantial completion, OWNER and CONTRACTOR
will mutually agree upon the division of responsibilities pending final payment between OWNER
and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities, and
insurance.
14.9 OWNER shall have the right to exclude CONTRACTOR from the Work after the date of
substantial completion, but OWNER shall allow CONTRACTOR reasonable access to complete
or correct items on the tentative list.
PARTIAL UTILIZATION:
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14.10 Use by OWNER of completed portions of the Work may be accomplished prior to substantial
completion of all the Work subject to the following:
14.10.1 OWNER, at any time, may request CONTRACTOR in writing to permit OWNER to use
any part of the Work which OWNER believes to be substantially complete and which
may be so used without significant interference with construction of the other parts of the
Work. If CONTRACTOR agrees, CONTRACTOR will certify to OWNER and
ARCHITECT that said part of the Work is substantially complete, and request
ARCHITECT to issue a certificate of substantial completion for that part of the Work.
Within a reasonable time thereafter, OWNER, CONTRACTOR, and ARCHITECT shall
make an inspection of that part of the Work to determine its status of completion. If
ARCHITECT after conferring with OWNER considers that part of the Work to be
substantially complete, ARCHITECT will execute, and deliver to OWNER and
CONTRACTOR, a certificate to that effect, fixing the date of substantial completion as
to that part of the Work, attaching thereto a tentative list of items to be completed or
corrected before final payment. Prior to issuing a certificate of substantial completion as
to part of the Work, ARCHITECT after conferring with OWNER will deliver to OWNER
and CONTRACTOR a written recommendation as to the division of responsibilities
pending final payment between OWNER and CONTRACTOR with respect to security,
operation, safety, maintenance, utilities, and insurance for that part of the Work which
shall become binding upon OWNER and CONTRACTOR at the time of issuing the
definitive certificate of substantial completion as to that part of the Work, unless
OWNER and CONTRACTOR shall have otherwise agreed in writing. OWNER shall
have the right to exclude CONTRACTOR from any part of the Work which
ARCHITECT has so certified to be substantially complete, but OWNER shall allow
CONTRACTOR reasonable access to complete or correct items on the tentative list.
14.10.2 In lieu of the issuance of a certificate of substantial completion as to part of the work,
OWNER may take over operation of a facility constituting part of the Work, whether or
not it is substantially complete, if such facility is functionally and separately usable;
provided that prior to any such takeover, OWNER and CONTRACTOR have agreed as
to the division of responsibilities between OWNER and CONTRACTOR for security,
operation, safety, maintenance, correction period, heat, utilities, and insurance with
respect to such facility.
14.10.3 No occupancy of part of the Work, or taking over of operations of a facility will be
accomplished before the insurers providing the property insurance have acknowledged
notice thereof and in writing effected any changes in coverage necessitated thereby. The
insurers providing the property insurance shall consent by endorsement on the policy or
policies, but the property insurance shall not be cancelled or permitted to lapse on
account of any such partial use or occupancy.
FINAL INSPECTION:
14.11 Upon written notice from CONTRACTOR that the Work is complete, ARCHITECT will make a
final inspection with OWNER and CONTRACTOR, and will notify CONTRACTOR in writing
of all particulars in which this inspection reveals that the Work is incomplete or defective.
CONTRACTOR shall immediately take such measures as are necessary to remedy such
deficiencies.
FINAL APPLICATION FOR PAYMENT:
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14.12 After CONTRACTOR has completed all such corrections to the satisfaction of ARCHITECT
and OWNER, and delivered all maintenance and operating instructions, schedules, guarantees,
bonds, warranties, certificates of inspection, marked-up record documents, three (3) complete
bound sets of required operations and maintenance manuals and instructions, two (2) sets of as
built drawings, to the extent not already furnished, one (1) copy of all corrected Shop Drawings,
satisfactory evidence that all payroll, material bills and other indebtedness with the Work have
been paid or otherwise satisfied, consent of surety to final payment and other documents, all as
required by the Contract Documents, and after ARCHITECT and OWNER has indicated that the
Work is acceptable (subject to the provisions of paragraph 14.14), CONTRACTOR may make
application for final payment following the procedure for progress payments. The final
application for payment shall be accompanied by all documentation called for in the Contract
Documents, and such other data and schedules as ARCHITECT and OWNER may reasonably
require. Payment shall be processed in accordance with C.R.S. §§ 24-91-103 and 38-26-107.
Notwithstanding the foregoing, CONTRACTOR will provide complete and legally effective lien
releases or waivers satisfactory to OWNER. In lieu thereof, and as approved by OWNER,
CONTRACTOR may furnish receipts or releases in full; an affidavit of CONTRACTOR that the
releases and receipts include all labor, services, material, and equipment for which lien could be
filed, and that all payrolls, material, and equipment bills, and other indebtedness connected with
the Work, for which OWNER or his property might in any way be responsible, have been paid or
otherwise satisfied; and consent of the surety, if any, to final payment. If any Subcontractor,
manufacturer, fabricator, supplier, or distributor fails to furnish a release or receipt in full,
CONTRACTOR may furnish a bond or other collateral satisfactory to OWNER to indemnify
OWNER.
FINAL COMPLETION AND FINAL PAYMENT AND ACCEPTANCE:
14.13 If, after conferring with OWNER and on the basis of ARCHITECT'S observation of the Work
during construction and final inspection, and ARCHITECT'S review of the final application for
payment and accompanying documentation, all as required by Contract Documents,
ARCHITECT and OWNER are satisfied that the Work has been completed and CONTRACTOR
has fulfilled all of his obligations under the Contract Documents, ARCHITECT will, within ten
days after receipt of the final application for payment, indicate in writing his recommendation of
payment, and present the application to OWNER for payment. Thereupon, ARCHITECT will
give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the
provisions of paragraph 14.15. Otherwise, ARCHITECT will return the application to
CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in
which case CONTRACTOR shall make the necessary corrections, and resubmit the application.
If the application and accompanying documentation are appropriate as to form and substance,
OWNER shall, after receipt thereof, pay CONTRACTOR in accordance with the payment
procedures set forth in the Agreement, the amount recommended by ARCHITECT.
CONTRACTOR’S CONTINUING OBLIGATION:
14.14 CONTRACTOR'S obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. Neither recommendation of any progress or final payment by
ARCHITECT, nor the issuance of a certificate of substantial completion, nor any payment by
OWNER to CONTRACTOR under the Contract Documents, nor any use or occupancy of the
Work or any part thereof by OWNER, nor any act of acceptance by OWNER, nor any failure to
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do so, nor the issuance of a notice of acceptability by ARCHITECT pursuant to paragraph 14.13,
nor any correction of defective Work by OWNER shall constitute an acceptance of Work not in
accordance with the Contract documents or a release of CONTRACTOR'S obligation to perform
the Work in accordance with the Contract Documents.
WAIVER OF CLAIMS:
14.15 The making and acceptance of final payment shall constitute:
14.15.1 a waiver of all claims by OWNER against CONTRACTOR, except claims arising from
unsettled liens, from defective Work appearing after final inspection pursuant to
paragraph 14.11, or from failure to comply with the Contract Documents or the terms of
any special guarantees specified therein; however, it shall not constitute a waiver by
OWNER of any rights in respect of CONTRACTOR'S continuing obligations under the
Contract Documents; and
14.15.2 a waiver of all claims by CONTRACTOR against OWNER other than those previously
made in writing and still unsettled.
ARTICLE 15 – SUSPENSION OF WORK AND TERMINATION
OWNER MAY SUSPEND WORK:
15.1 OWNER may, at any time and without cause, suspend the Work, or any portion thereof, for a
period of not more than ninety days, by notice in writing to CONTRACTOR and ARCHITECT
which shall fix the date on which Work shall be resumed. CONTRACTOR shall resume the
Work on the date so fixed. CONTRACTOR may, at the OWNER'S sole discretion, be allowed
an increase in the Contract Price, or an extension of the Contract Time, or both, directly
attributable to any suspension, if he makes a claim therefor as provided in Articles 11 and 12.
15.2 Upon the occurrence of any one or more of the following events:
15.2.1 if CONTRACTOR is adjudged bankrupt or insolvent,
15.2.2 if CONTRACTOR makes a general assignment for the benefit of creditors,
15.2.3 if a trustee or receiver is appointed for CONTRACTOR or for any of CONTRACTOR'S
property,
15.2.4 if CONTRACTOR files a petition to take advantage of any debtor’s act, or to reorganize
under the bankruptcy or similar laws,
15.2.5 if CONTRACTOR repeatedly fails to supply sufficient skilled workmen, or suitable
materials or equipment,
15.2.6 if CONTRACTOR repeatedly fails to make prompt payments to Subcontractors, or for
labor, materials, or equipment,
15.2.7 if CONTRACTOR disregards laws, ordinances, rules, regulations, or orders of any public
body having jurisdiction,
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15.2.8 if CONTRACTOR disregards the authority of ARCHITECT, or
15.2.9 if CONTRACTOR otherwise violates, in any substantial way, any provisions of the
Contract Documents,
OWNER may, after giving CONTRACTOR and his surety seven days written notice, terminate
the services of CONTRACTOR, exclude CONTRACTOR from the site, and take possession of
the Work and of all CONTRACTOR'S tools, appliances, construction equipment, and machinery
at the site, and use the same to the full extent they could be used by CONTRACTOR (without
liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and
equipment stored at the site, or for which OWNER has paid CONTRACTOR but which are
stored elsewhere, and finish the Work as OWNER may deem expedient. In such case,
CONTRACTOR shall not be entitled to receive any further payment until the Work is finished.
If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the
Work, including compensation for additional professional services, such excess shall be paid to
CONTRACTOR. If such costs exceed such unpaid balance, CONTRACTOR shall pay the
difference to OWNER. Such costs incurred by OWNER shall be verified by ARCHITECT and
incorporated in a change order, but in finishing the Work, OWNER shall not be required to obtain
the lowest figure for the Work performed.
15.3 Where CONTRACTOR'S services have been so terminated by OWNER, the termination shall not
affect any rights of OWNER against CONTRACTOR then existing, or which may thereafter
accrue. Any retention or payment of monies due CONTRACTOR by OWNER will not release
CONTRACTOR from liability.
15.4 Upon seven days written notice to CONTRACTOR and ARCHITECT, OWNER may, without
cause and without prejudice to any other right or remedy, terminate the Agreement. In such case,
CONTRACTOR shall be paid for all Work executed and expenses sustained through the date of
termination.
CONTRACTOR MAY STOP WORK OR TERMINATE:
15.5 If, through no act or fault of CONTRACTOR, the Work is suspended for a period of more than
ninety days by OWNER, or under an order of court or other public authority, or ARCHITECT
fails to act on any application for payment within thirty days after it is submitted, or OWNER
fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then
CONTRACTOR may, upon seven days written notice to OWNER and ARCHITECT, terminate
the Agreement and recover from OWNER payment for all Work executed through the date of
termination.
ARTICLE 16 – MISCELLANEOUS
GIVING NOTICE:
16.1 Whenever any provision of the Contract Documents requires the giving of written notice, it shall
be deemed to have been validly given if delivered in person to the individual, or to a member of
the firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by
registered or certified mail, postage prepaid, to the last business address known to the giver of the
notice.
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COMPUTATION OF TIME:
16.2 When any period of time is referred to in the Contract Documents by days, it shall be calendar
days and be computed to exclude the first and include the last day of such period. If the last day
of any such period falls on a Saturday or Sunday, or on a day made a legal holiday by the law of
the applicable jurisdiction, such day shall be omitted from the computation.
GENERAL:
16.3 Should OWNER or CONTRACTOR suffer injury or damage to his person or property because of
any error, omission or act of the other party or of any of the other party’s employees or agents, or
others for whose acts the other party is legally liable, claim shall be made in writing to the other
party within a reasonable time of the first observances of such injury or damage.
16.4 The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto, and, in particular, but without limitation, the warranties,
guarantees, and obligations imposed upon CONTRACTOR by paragraphs 6.38, 13.1, 13.11,
13.14, 14.3, and 15.2, and all of the rights and remedies available to OWNER and ARCHITECT
thereunder, shall be in addition to, and shall not be construed in any way as a limitation of, any
rights and remedies available to any or all of them which are otherwise imposed or available by
law or contract, by special warranty or guarantee, or by other provisions of this paragraph shall be
as effective as if repeated specifically in the Contract Documents in connection with each
particular duty, obligations, right and remedy to which they apply. All representations,
warranties, and guarantees made in the Contract Documents shall survive final payment and
termination or completion of this Agreement.
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SECTION 01001
BASIC REQUIREMENTS
PART 1 GENERAL
1.1 SECTION INCLUDES
A.Summary:
1.Contract description.
2.Work by Owner.
3.Coordination with occupants.
4.Work restrictions.
5.Specification conventions.
B.Price and Payment Procedures:
1.Cash Allowances.
2.Testing and inspection allowances.
3.Schedule of values.
4.Applications for payment.
5.Change procedures.
6.Alternates.
C.Administrative Requirements:
1.Coordination.
2.Field engineering.
3.Preconstruction, preinstallation meetings.
4.Progress meetings
5.Cutting and patching.
D.Submittals:
1.Submittal procedures.
2.Construction progress schedules.
3.Product data.
4.Shop drawings.
5.Samples.
6.Manufacturer’s instructions.
7.Manufacturer’s certificates.
E.Quality Requirements:
1.Quality control.
2.Tolerances.
3.References.
4.Testing and inspection laboratory services.
5.Manufacturer’s field services and reports.
6.Examination.
7.Preparation.
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F. Temporary Facilities and Controls:
1. Temporary electricity.
2. Temporary lighting for construction purposes.
3. Temporary heating and cooling.
4. Temporary ventilation.
5. Telephone service.
6. Temporary water service.
7. Temporary sanitary facilities.
8. Field offices and sheds.
9. Parking.
10. Progress cleaning and waste removal.
11. Project identification.
12. Barriers and fencing.
13. Enclosures.
14. Protection of installed work.
15. Security.
16. Environmental control.
G. Product Requirements:
1. Products.
2. Delivery, handling, storage, and protection.
3. Product options.
4. Substitutions.
H. Execution Requirements:
1. Closeout procedures.
2. Final cleaning.
3. Starting of systems.
4. Demonstration and instructions.
5. Testing, adjusting and balancing.
6. Protecting installed construction.
7. Project record documents.
8. Operation and maintenance data.
9. Spare parts and maintenance materials.
10. Warranties.
1.2 CONTRACT DESCRIPTION
A. Work of the Project includes the addition of a second floor, within the existing building
volume, for office use and the conversion of industrial type ground floor space into entry
and circulation space.
B. Perform Work of Contract under a Stipulated Sum contract with Owner in accordance
with Conditions of Owner-Contractor Construction Agreement. In the event of any
discrepancies/conflicts between the specifications and the Construction Agreement, the
Construction Agreement shall govern.
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1.3 WORK BY OWNER
A. Owner will remove furnishings and stored items from affected areas.
1.4 COORDINATION WITH OCCUPANTS
A. Partial Owner Occupancy: Owner will continue to use the body storage cooler and the
loading and processing area. Coroner will require intermittent access to these spaces at all
times throughout the duration of the project.
1.5 WORK RESTRICTIONS
A. On-Site Work Hours: work hours shall observe the Town of Gypsum permitted
construction hours from 7:00 AM to 7:00 PM Monday through Saturday and 9:00 AM to
5:00 PM on Sunday.
1.6 SPECIFICATION CONVENTIONS
A. These specifications are written in imperative mood and streamlined form. This
imperative language is directed to the Contractor, unless specifically noted otherwise.
The words “shall be” are included by inference where a colon (:) is used within sentences
or phrases
1.7 CASH ALLOWANCES
A. Costs Included in Allowances: Cost of Product to Contractor or subcontractor, less
applicable trade discounts.
B. Costs Not Included in Allowances But Included in Contract Sum/Price: Delivery to site,
applicable taxes (Eagle County is exempt from sales tax on items to be permanent
fixtures of the building), product handling at the site, including unloading, uncrating, and
storage; protection of Products from elements and from damage and labor for installation
and finishing.
C. Difference in cost will be adjusted by Change Order.
D. Allowances Schedule:
1. Allow stipulated sum of $7 per square foot of ceramic tile material cost (include
cost of backer board, setting material and grout in bid in addition to tile
allowance).
1.8 TESTING AND INSPECTION ALLOWANCES
A. Testing and Inspection Allowances: Not required.
1.9 SCHEDULE OF VALUES
A. Submit schedule on AIA Form G703.
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B. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor
Agreement or Notice to Proceed.
1.10 APPLICATIONS FOR PAYMENT
A. Submit digital (PDF format) copies of each application on AIA Form G702 and G703, or
equivalent.
B. Content and Format: Utilize Schedule of Values for listing items in Application for
Payment.
C. Payment Period: Monthly.
1.11 CHANGE PROCEDURES
A. Per requirements of Owner-Contractor Construction Agreement.
B. Change Order Forms: AIA G701.
1.12 ALTERNATES
A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's
option.
B. Coordinate related Work and modify surrounding Work as required.
C. Schedule of Alternates:
1. Alternate No. 1: Add Alternate to include removal and installation of concrete
slab around floor drain.
a. Base Bid Item: Keep existing floor drain in Processing Space as-is.
b. Alternate Item: Remove section of concrete slab around floor drain,
lower floor and pour new concrete as indicated on plans.
1.13 COORDINATION
A. Coordinate scheduling, submittals, and Work of various sections of specifications to
ensure efficient and orderly sequence of installation of interdependent construction
elements.
B. Verify utility requirement characteristics of operating equipment are compatible with
building utilities.
C. Coordinate space requirements and installation of mechanical and electrical work
indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and
conduit, as closely as practicable.
D. In finished areas, conceal pipes, ducts, and wiring within construction.
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1.14 FIELD ENGINEERING
A. Establish elevations, lines, and levels and certify elevations and locations of the Work
conform with Contract Documents.
B. Verify field measurements are as indicated on shop drawings or as instructed by
manufacturer.
1.15 PRECONSTRUCTION, PREINSTALLATION MEETINGS
A. Owner will schedule preconstruction meeting after Notice of Award for affected parties.
B. When required in individual specification section, convene pre-installation meeting at
Project site prior to commencing work of section.
1.16 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at weekly intervals or
as required by Owner-Contractor Construction Agreement.
B. Preside at meetings, record minutes, and distribute copies within five days to those
affected by decisions made.
1.17 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching new Work;
restore Work with new Products.
B. Submit written request in advance of cutting or altering structural or building enclosure
elements.
C. Execute cutting, fitting, and patching to complete Work, and to:
1. Fit several parts together, to integrate with other Work.
2. Uncover Work to install or correct ill-timed Work.
3. Remove and replace defective and non-conforming Work.
4. Remove samples of installed Work for testing.
5. Provide openings in elements of Work for penetrations of mechanical and
electrical Work.
D. Cut masonry and concrete materials using masonry saw or core drill. Restore Work with
new Products in accordance with requirements of Contract Documents.
E. Fit Work tight to adjacent elements. Maintain integrity of wall, ceiling, or floor
construction; completely seal voids.
F. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
G. Refinish surfaces to match adjacent finishes.
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1.18 SUBMITTAL PROCEDURES
A. Submittal form to identify Project, Contractor, subcontractor or supplier; and pertinent
Contract Document references.
B. Apply Contractor's stamp, signed or initialed, certifying that review, verification of
Products required, field dimensions, adjacent construction Work, and coordination of
information is in accordance with requirements of the Work and Contract Documents.
C. Identify variations from Contract Documents and Product or system limitations which
may be detrimental to successful performance of completed Work.
D. Revise and resubmit submittals as required; identify changes made since previous
submittal.
E. Allow two weeks turnaround time for Architect/Engineer review of submittals, including
shop drawings.
1.19 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial progress schedule in duplicate within 15 days after date established in
Notice to Proceed for Architect/Engineer review.
B. Submit revised schedules at each Progress Meeting, identifying changes since previous
version. Indicate estimated percentage of completion for each item of Work at each
submission.
C. Submit horizontal bar chart with separate line for each section of Work, identifying first
work day of each week.
1.20 PRODUCT DATA
A. Product Data:
1. Submitted to Architect/Engineer for review for limited purpose of checking for
conformance with information given and design concept expressed in Contract
Documents.
2. After review, provide copies and distribute in accordance with SUBMITTAL
PROCEDURES article and for record documents purposes as specified.
B. Submit product data in Digital (PDF) format.
C. Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturer’s standard data to provide information unique to this project.
1.21 SHOP DRAWINGS
A. Shop Drawings:
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1. Submitted to Architect/Engineer for review for limited purpose of checking for
conformance with information given and design concept expressed in Contract
Documents.
2. After review, provide copies and distribute in accordance with SUBMITTAL
PROCEDURES article and for record documents purposes as specified.
B. Submit shop drawings in digital (PDF) format.
1.22 SAMPLES
A. Samples for Review:
1. Submitted to Architect/Engineer for review for limited purpose of checking for
conformance with information given and design concept expressed in Contract
Documents.
2. After review, provide copies and distribute in accordance with SUBMITTAL
PROCEDURES article and for record documents purposes as specified.
B. Samples For Selection:
1. Submitted to Architect/Engineer for aesthetic, color, or finish selection.
2. Submit samples of finishes from full range of manufacturer’s standard colors,
textures, and patterns for Architect/Engineer selection.
3. After review, provide copies and distribute in accordance with SUBMITTAL
PROCEDURES article and for record documents purposes as specified.
C. Submit samples to illustrate functional and aesthetic characteristics of Product.
D. Submit samples of finishes from full range of manufacturer’s standard colors, textures,
and patterns for Architect/Engineer's selection.
1.23 MANUFACTURER’S INSTRUCTIONS
A. When specified in individual specification sections, submit manufacturer printed
instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing,
in quantities specified for Product Data.
1.24 MANUFACTURER’S CERTIFICATES
A. When specified in individual specification sections, submit certifications by manufacturer
to Architect/Engineer, in quantities specified for Product Data.
B. Indicate material or Product conforms to or exceeds specified requirements. Submit
supporting reference data, affidavits, and certifications as appropriate.
1.25 QUALITY CONTROL
A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions,
and workmanship, to produce Work of specified quality.
B. Comply with manufacturer’s instructions.
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C. Comply with specified standards as minimum quality for the Work except when more
stringent tolerances, codes, or specified requirements indicate higher standards or more
precise workmanship.
1.26 TOLERANCES
A. Monitor fabrication and installation tolerance control of installed Products over suppliers,
manufacturers, Products, site conditions, and workmanship, to produce acceptable Work.
Do not permit tolerances to accumulate.
B. Comply fully with manufacturer’s tolerances.
1.27 REFERENCES
A. Conform to reference standards by date of issue current as of date of Contract
Documents.
B. When specified reference standard conflict with Contract Documents, request
clarification from Architect/Engineer before proceeding.
1.28 TESTING AND INSPECTION LABORATORY SERVICES
A. Owner will appoint, employ, and pay for specified services of independent firm to
perform testing and inspection.
B. Independent firm will perform tests, inspections, and other services as required.
C. Cooperate with independent firm; furnish samples as requested.
D. Re-testing required because of non-conformance to specified requirements will be
charged to Contractor.
1.29 MANUFACTURER’S FIELD SERVICES AND REPORTS
A. When specified in individual specification sections, require material or Product suppliers
or manufacturers to furnish qualified staff personnel to observe site conditions and to
initiate instructions when necessary.
B. Report observations and site decisions or instructions that are supplemental or contrary to
manufacturer’s written instructions.
1.30 EXAMINATION
A. Verify existing site conditions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of existing conditions.
B. Verify utility services are available, of correct characteristics, and in correct location.
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1.31 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Apply manufacturer required or recommended substrate primer, sealer, or conditioner
prior to applying new material or substance in contact or bond.
1.32 TEMPORARY ELECTRICITY
A. Coordinate with Owner for use of electricity and power outlets for construction
operations, connections, branch wiring, distribution boxes, and flexible power cords as
required.
1.33 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES
A. Provide and maintain temporary lighting for construction operations as may be needed.
B. Provide branch wiring from power source to distribution boxes with lighting conductors,
pigtails, and lamps as required.
C. Permanent building lighting may be utilized during construction. Repair, clean, and
replace lamps (as needed) at end of construction.
1.34 TEMPORARY HEATING AND COOLING
A. Provide heating and cooling devices and heat and cool as needed to maintain specified
conditions for construction operations.
B. Provide and pay for operation, maintenance, and regular replacement of filters and worn
or consumed parts.
C. Maintain minimum ambient temperature of 45 degrees F in areas where construction is in
progress, unless indicated otherwise in specifications.
1.35 TEMPORARY VENTILATION
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
1.36 TELEPHONE SERVICE
A. Provide, maintain and pay for telephone service to site at time of project mobilization.
Mobile telephones are acceptable.
1.37 TEMPORARY WATER SERVICE
A. Coordinate with Owner for use of suitable quality water service required for construction
operations.
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1.38 TEMPORARY SANITARY FACILITIES
A. Building bathroom facilities may be used.
B. Maintain in clean and sanitary condition.
1.39 FIELD OFFICES AND SHEDS
A. Not required, space within existing unit may be utilized for field office desk.
1.40 PARKING
A. Owner will provide a limited number of temporary parking spaces to accommodate
construction personnel and staging. Exact number of spaces that will be available is to be
determined.
1.41 PROGRESS CLEANING AND WASTE REMOVAL
A. Collect and maintain areas free of waste materials, debris, and rubbish. Maintain site in
clean and orderly condition.
1.42 PROJECT IDENTIFICATION
A. Provide as may be required by Building Department.
1.43 BARRIERS AND FENCING
A. Provide barriers/partitions to prevent unauthorized entry to construction areas and to
protect existing facilities and adjacent spaces from damage. May be necessary for staging
area.
B. Construction: Contractor's option.
1.44 ENCLOSURES
A. Erect and maintain temporary partitions to prevent spread of dust and fumes.
B. Erect and maintain temporary barriers and security devices.
1.45 PROTECTION OF INSTALLED WORK
A. Protect installed Work and provide special protection where specified in individual
specification sections.
1.46 SECURITY AND SAFETY
A. Provide facilities to protect Work from unauthorized entry, vandalism, or theft.
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B. Provide safety training, signage, products, and traffic control services as needed to
maintain project safety.
1.47 ENVIRONMENTAL CONTROL
A. Provide methods, means, and facilities to prevent spread of noxious, toxic substances,
and pollutants produced by construction operations to other parts of the building.
1.48 PRODUCTS
A. Products: Means new material, machinery, components, equipment, fixtures, and systems
forming the Work, but does not include machinery and equipment used for preparation,
fabrication, conveying and erection of the Work.
1.49 DELIVERY, HANDLING, STORAGE, AND PROTECTION
A. Deliver, handle, store, and protect Products in accordance with manufacturer's
instructions.
1.50 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any Product meeting
those standards or description.
B. Products Specified by Naming One or More Manufacturers: Products of manufacturers
named and meeting specifications, no options or substitutions allowed, except where
otherwise noted.
C. Products Specified by Naming One or More Manufacturers with Provision for
Substitutions: Submit request for substitution for manufacturers not named.
1.51 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of
need for change, but not later than 15 days prior to time required for preparation and
review of related submittals.
1. Conditions: Architect will consider Contractor's request for substitution when the
following conditions are satisfied:
a. Requested substitution is consistent with the Contract Documents and
will produce indicated results.
b. Requested substitution provides sustainable design characteristics that
specified product provided.
c. Requested substitution will not adversely affect Contractor's construction
schedule.
d. Requested substitution has received necessary approvals of authorities
having jurisdiction.
e. Requested substitution is compatible with other portions of the Work.
f. Requested substitution has been coordinated with other portions of the
Work.
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g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested
substitution has been coordinated with other portions of the Work, is
uniform and consistent, is compatible with other products, and is
acceptable to all contractors involved.
B. Substitutions for Convenience: Architect will consider requests for substitution if
received within 15 days after the Notice of Award.
1. Conditions: Architect will consider Contractor's request for substitution when the
following conditions are satisfied:
a. Requested substitution offers Owner a substantial advantage in cost,
time, energy conservation, or other considerations, after deducting
additional responsibilities Owner must assume. Owner's additional
responsibilities may include compensation to Architect for redesign and
evaluation services, increased cost of other construction by Owner, and
similar considerations.
b. Requested substitution does not require extensive revisions to the
Contract Documents.
c. Requested substitution is consistent with the Contract Documents and
will produce indicated results.
d. Requested substitution provides sustainable design characteristics that
specified product provided.
e. Requested substitution will not adversely affect Contractor's construction
schedule.
f. Requested substitution has received necessary approvals of authorities
having jurisdiction.
g. Requested substitution is compatible with other portions of the Work.
h. Requested substitution has been coordinated with other portions of the
Work.
i. Requested substitution provides specified warranty.
j. If requested substitution involves more than one contractor, requested
substitution has been coordinated with other portions of the Work, is
uniform and consistent, is compatible with other products, and is
acceptable to all contractors involved
1.52 CLOSEOUT PROCEDURES
A. Submit written certification Contract Documents have been reviewed, Work has been
inspected, and Work is complete in accordance with Contract Documents and ready for
Architect/Engineer's inspection.
B. Submit final Application for Payment identifying total adjusted Contract Sum/Price,
previous payments, and amount remaining due.
1.53 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean interior and exterior surfaces exposed to view. Vacuum carpeted and soft surfaces.
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C. Clean debris from site.
D. Replace filters of operating equipment.
E. Remove waste and surplus materials, rubbish, and construction facilities from site.
1.54 STARTING OF SYSTEMS
A. Provide seven days notification prior to start-up of each item.
B. Ensure each piece of equipment or system is ready for operation.
C. Execute start-up under supervision of responsible persons in accordance with
manufacturer’s instructions.
D. Submit written report stating equipment or system has been properly installed and is
functioning correctly.
1.55 DEMONSTRATION AND INSTRUCTIONS
A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks
prior to date of Substantial Completion.
B. For equipment or systems requiring seasonal operation, perform demonstration for other
season within six months.
C. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing,
maintenance, and shutdown of each item of equipment at agreed-upon times, at
equipment location.
1.56 TESTING, ADJUSTING, AND BALANCING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
1.57 PROTECTING INSTALLED CONSTRUCTION
A. Provide temporary and removable protection for installed products. Control activity in
immediate work area to prevent damage.
B. Protect finished floors, and other surfaces from traffic, dirt, wear, damage, or movement
of heavy objects, by protecting with durable sheet materials.
1.58 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of Contract Documents to be utilized for record documents.
B. Record actual revisions to the Work. Record information concurrent with construction
progress.
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C. Specifications: Legibly mark and record at each Product section description of actual
Products installed.
D. Record Documents and Shop Drawings: Legibly mark each item to record actual
construction.
E. Submit documents to Architect/Engineer with claim for final Application for Payment.
1.59 OPERATION AND MAINTENANCE DATA
A. Submit two sets prior to final inspection, bound in 8-1/2 x 11 inch text pages, three D
side ring binders with durable plastic covers and one electronic (PDF format) copy.
B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE
INSTRUCTIONS" and title of project.
C. Internally subdivide binder contents with permanent page dividers, logically organized,
with tab titles legibly printed under reinforced laminated plastic tabs.
D. Contents:
1. Part 1: Directory, listing names, addresses, and telephone numbers of
Architect/Engineer, Contractor, subcontractors, and major equipment suppliers.
2. Part 2: Operation and maintenance instructions, arranged by system.
3. Part 3: Project documents and certificates.
1.60 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide Products, spare parts, maintenance and extra materials in quantities specified in
individual specification sections.
B. Deliver to Project site and place in location as directed by Owner; obtain receipt prior to
final payment.
1.61 WARRANTIES
A. Provide duplicate copies.
B. Execute and assemble transferable warranty documents from subcontractors, suppliers,
and manufacturers.
C. Submit prior to final Application for Payment.
PART 2 PRODUCTS
Not Used.
EXHIBIT D
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PART 3 EXECUTION
Not Used.
END OF SECTION
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
INDEX TO DRAWINGS
GENERAL NOTES
ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE 2015 INTERNATIONAL BUILDING
CODE AND WITH ALL OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF
BUILDING. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY CONFLICTS
BETWEEN THE REQUIREMENTS OF THE BUILDING CODE AND THE DRAWINGS.
ALL WORK SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY
JOURNEYMEN OF THE APPROPRIATE TRADES.
ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. DIMENSIONS NOTED WITH "N.T.S."
DENOTE NOT TO SCALE.
CONTRACTOR IS HEREBY NOTIFIED ASSUMPTIONS HAVE BEEN MADE ABOUT THE CONSTRUCTION
METHODS, SYSTEMS AND MATERIALS ORIGINALLY USED IN THE BUIILDING. THE CONTRACTOR, IN
THE COURSE OF PERFORMING INVASIVE TESTING DURING CONSTRUCTION, SHALL VERIFY THE
ACCURACY OF THE ASSUMPTIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
CONTRACTOR SHALL VERIFY THE DIMENSIONS AND CONDITIONS OF ALL AFFECTED AREAS OF
EXISTING STRUCTURE/SITE AND SHALL REPORT TO THE ARCHITECT, IN WRITING, ANY
DISCREPANCIES BETWEEN ACTUAL EXISTING CONDITIONS AND THE DRAWINGS.
CONTRACTOR SHALL TAKE REASONABLE MEASURES TO LOCATE AND MARK ALL UTILITIES IN
AREAS OF WORK PRIOR TO COMMENCING DEMOLITION WORK.
ARCHITECT IS NOT RESPONSIBLE IN ANY WAY FOR THE MEANS, METHODS, SEQUENCE,
PROCEDURES, TECHNIQUES OR SCHEDULING OF CONSTRUCTION OR FOR JOB SAFETY. THESE
DUTIES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
ALL BUILDING COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
CONTRACTOR SHALL iNSTRUCT EACH OF THE SUBCONTRACTORS TO BECOME THOROUGHLY
FAMILIAR WITH ALL OF THE DRAWINGS. WHEREVER EXISTING CONDITIONS MAY HAVE A BEARING
ON THE EXPEDITIOUS PERFORMANCE, AND COST, OF THE WORK, THE SUBCONTRACTOR SHALL
VISIT THE JOB SITE AND PERSONALLY INSPECT AND VERIFY THE SITE FOR COMPARISON WITH THE
DRAWINGS.
G-001
A-101
A-102
A-103
A-301
A-401
A-402
A-601
S1.1
S2.1
S2.2
S2.3
M1.0
M1.1
M2.0
M2.1
E1.0
E1.1
E2.0
TITLE SHEET, GENERAL NOTES
EXISTING/DEMO AND PROPOSED
FIRST FLOOR PLAN, DETAILS
PROPOSED SECOND FLOOR PLAN,
DETAILS
PROPOSED REFLECTED CEILING
PLANS, DETAILS
WALL SECTION, DETAILS
INTERIOR ELEVATIONS, DETAILS
INTERIOR ELEVATIONS, DETAILS
SCHEDULES
GENERAL NOTES, LEGEND AND
SHEET INDEX
EXISTING & PROPOSED FOUNDATION
PLANS & DETAILS
PROPOSED SECOND FLOOR & CEILING
PLANS & DETAILS
FRAMING DETAILS
MECHANICAL LEGEND, SPEC'S &
SEQUENCE
MECHANICAL SCHEDULES
MAIN LEVEL HVAC PLAN
2ND FLOOR HVAC PLAN
ELECTRICAL LEGEND, SPEC'S &
DETAILS
ELECTRICAL ONE-LINE & PANEL
SCHEDULES
POWER AND SYSTEMS PLAN
1.
2.
3.
4.
5.
6.
7.
8.
9.
EAGLE COUNTY
CORONER OFFICE REMODEL
LOT 15, 290 SPRING CREEK CIRCLE, AIRPARK
GYPSUM , CO 81637
PROJECT TEAM
ARCHITECT:
MENENDEZ ARCHITECTS, P.C.
715 W.MAIN ST., SUITE 104
ASPEN, CO 81611
Tel. 970 544-4851 Fax 970 544-1915
E-mail: LAM@MenendezArchitects.com
CONTACT: LUIS MENENDEZ
OWNER:
EAGLE COUNTY GOVERNMENT
C/O PROJECT MANAGEMENT DEPARTMENT
P.O. BOX 850
EAGLE, CO 81631-0850
Tel. 970-328-3457
E-mail: kristen.degenhardt@eaglecounty.us
CONTACT: KRISTEN DEGENHARDT
MECHANICAL/ELECTRICAL ENGINEER:
ARCHITECTURAL ENGINEERING CONSULTANTS
40801 US HIGHWAY 6 & 24, SUITE 214
AVON, CO 81620
P.O. BOX 8489
AVON, CO 81620
Tel. 970 748-8520 Fax 970 748-8521
CONTACT FOR ELECTRICAL: STAN HUMPHRIES
E-mail: stan@aec-vail.com
CONTACT FOR MECHANICAL: TAYLOR CRITCHLOW
E-mail: taylor@aec-vail.com
STRUCTURAL ENGINEER:
GLENWOOD STRUCTURAL AND CIVIL, INC.
2425 SOUTH GRAND AVENUE, SUITE 102
GLENWOOD SPRINGS, CO 81601
Tel. 970 928-0135 Fax 970 928-9804
E-mail: gsc@sopris.net
CONTACT: ADOLFO GORRA
EGRESS PLAN
456.1
453
NEW OR REQUIRED
POINT ELEVATION
EXISTING POINT
ELEVATION
NEW CONTOURS
(ELEV. NOTED ON
HIGH SIDE)
EXISTING CONTOURS
(ELEV. NOTED ON
HIGH SIDE)
TB-1 BORING NUMBER
WP
(DATUM)
1
X
XXX
A-XX
X
XX
X
E
102
456
KITCHEN
1
A
SECTION I.D.
SECTION
SHEET NUMBER
DETAIL NUMBER
DETAIL
REFERENCE
SHEET NUMBER
ELEVATION I.D.
INTERIOR
ELEVATION
SHEET NUMBER
DETAIL NUMBER
DETAIL
REFERENCE
SHEET NUMBERA-X
X
(LARGE AREAS)
DOOR NUMBER
DOOR SCHEDULE
INDICATOR
WINDOW I.D.
WINDOW SCHEDULE
INDICATOR
ROOM NAME
ROOM FINISH
INDICATOR
ROOM NUMBER
GRID LINES
SECTION
125
CONTOURS
TEST BORING
ELEVATION
SPOTTER
WORK POINT
REVISION
INDICATOR
REVISION NUMBER
NORTH ARROW
EARTH
SAND
CONCRETE
GRAVEL
CONCRETE MASONRY
UNITS
BRICK
STONE
STEEL
SHEET METAL
WOOD FRAMING
WOOD BLOCK
OR SHIM
PLYWOOD
PLYWOOD
FINISH WOOD
RIGID INSULATION
BATT INSULATION
DRYWALL
LARGE SCALE
SECTION VIEW
SECTION VIEW
ELEVATION VIEW
LARGE SCALE
SMALL SCALE
X
A-XX
GRAPHIC SYMBOLS LEGEND
SCALE: 1/8" = 1'-0"
PROJECT DESCRIPTION
BUILDING CODES:
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL MECHANICAL CODE
2015 INTERNATIONAL PLUMBING CODE
2014 NATIONAL ELECTRIC CODE
2015 INTERNATIONAL ENERGY CONSERVATION CODE
2015 INTERNATIONAL FUEL GAS CODE
ADD SECOND LEVEL OF OFFICE SPACE WITHIN THE EXISTING VOLUME OF A
PRE-ENGINERED METAL BUILDING.
NUMBER OF STORIES = 2
OCCUPANCY: S-2 AND B
CONSTRUCTION TYPE: V-B (NON-RATED)
BUILDING IS NOT FIRE SPRINKLERED
SITE
VICINITY MAP
SECOND FLOOR PLANFIRST FLOOR PLAN
TRAVEL DISTANCE TO EXIT CORRIDOR: 38'-0"
TRAVEL DISTANCE TO EXIT CORRIDOR: 49'-10"TRAVEL DISTANCE TO EXIT CORRIDOR: 31'-6"
EXIT
CORRIDOR
EXIT
CORRIDOR
OPEN TO
BELOW
12
TITLE SHEET, GENERAL NOTES
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
MT12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
G-001
EAGLE COUNTY
CORONER OFFICE REMODEL
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
TYPICAL INTERIOR WALL
5/8" GYPSUM DRYWALL
2x4 OR 2x6 WOOD STUDS AT 16" O.C.
5/8" GYPSUM DRYWALL
FORMALDEHYDE FREE ACOUSTICAL FIBER BATT
INSULATION
APPLY CONTINUOUS BEAD OF QUIETSEAL PRO
SEALANT AT WALL PERIMETER (INSTALL PER
MANUFACTURER'S RECOMMENDATIONS), AT NEW
PARTITIONS OF FULLY ENCLOSED OFFICES
INTERIOR WALL FURRING
EXISTING STEEL GIRTS TO REMAIN
1/2" SEPARATION BETWEEN STEEL GIRTS AND
STUDS
2x4 WOOD STUDS AT 16" O.C.
5/8" GYPSUM DRYWALL
PROPOSEDEXISTING
INTERIOR WALL FURRING
EXISTING STEEL GIRTS TO REMAIN
VERTICAL METAL FURRING CHANNEL AT 16" O.C.
(VERIFY DEPTH NEEDED TO SPAN GIRT SPACING,
USE 1-1/2" MINIMUM)
5/8" GYPSUM DRYWALL
PROPOSEDEXISTING
ONE HOUR FIRE RATED INTERIOR
PARTITION
UL DESIGN NO. 305
5/8" TYPE 'X' GYPSUM BOARD BEARING UL
CLASSIFICATION MARK. FASTEN WITH 1-5/8" TYPE 4
SCREWS @ 8" O.C.
2x4 STUDS @ 16" O.C. EFFECTIVELY FIRE STOPPED
FIBER BATT INSULATION (FOR SOUND)
5/8" TYPE 'X' GYPSUM BOARD BEARING UL
CLASSIFICATION MARK. FASTEN WITH 1-5/8" TYPE 4
SCREWS @ 8" O.C.
WALL FURRING (PLAN VIEW)3SCALE: 3" = 1'-0"
TYPICAL WALL ASSEMBLY (PLAN VIEW)4SCALE: 3" = 1'-0"5SCALE: 3" = 1'-0"6SCALE: 3" = 1'-0"
WALL ASSEMBLY (PLAN VIEW) WALL FURRING (PLAN VIEW)
1
2
1EA-4011WA-402
4
A-101
4
A-101
6
A-101
6
A-101
5
A-101
6
A-101 SIM.
5
A-102
5
A-102
A-301
1
A-302
1
11'-1 1/2"12'-4"±26'-10"4 1/2"11'-10 1/2"15'-2 7/8"
4 1/2"
3 1/2"
ALIGN
17'-7 3/4"2'-1 1/2"
6'-7"
1'-0"
10'-3 7/8"4'-0 1/2"(R.O.)2'-0"2'-0"SCALE: 1/4" = 1'-0"
EXISTING FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
PROPOSED FIRST FLOOR PLAN
TOILET
ROOM
TOILET
ROOM
UP
STORAGE
elec.
panel
EXISTING AND PROPOSED
FIRST FLOOR PLANS, DETAILS
A-101
COOLERCOOLER
ENTRY
CORRIDOR
WALL TYPE LEGEND
EXISTING PARTITION TO REMAIN
EXISTING PARTITION TO BE REMOVED
PROPOSED 2x4 WOOD STUD PARTITION
PROPOSED 2x6 WOOD STUD PARTITION
21
1
2
3
4
5
6
7
8
9
10
11
12
CONFORM TO ALL APPLICABLE CODES RELATING
TO DEMOLITION AND HAZARDOUS MATERIALS.
COMPLY WITH STATE REGULATIONS REGARDING
ASBESTOS TESTING AND ABATEMENT WORK.
ERECT AND MAINTAIN TEMPORARY BARRIERS AND
SECURITY DEVICES.
ERECT AND MAINTAIN TEMPORARY PARTITIONS TO
PREVENT SPREAD OF DUST.
PREVENT MOVEMENT OF STRUCTURE. PROVIDE
BRACING AND SHORING AND DESIGN OF SAME
BY QUALIFIED PROFESSIONAL.
PROTECT EXISTING STRUCTURE, FINISHES,
EQUIPMENT, ETC. WHICH ARE NOT TO BE
DEMOLISHED.
DEMOLISH AND REMOVE COMPONENTS IN AN
ORDERLY AND CAREFUL MANNER.
DISCONNECT AND CAP/ABANDON UTILITIES AS
NECESSARY.
REMOVE DEMOLISHED MATERIALS FROM SITE AS
WORK PROGRESSES AND DISPOSE IN AN
APPROVED AND LEGAL MANNER.
LEAVE AREAS OF WORK IN CLEAN CONDITION.
MAINTAIN EGRESS AND ACCESS AT ALL TIMES.
FURNITURE IN AREAS OF WORK SHALL BE
REMOVED BY OWNER.
DEMOLITION NOTES
PROCESSING SPACE
STAIR
KEYNOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
FINISH AND PATCH AREAS OF NEW WORK
(WALLS, FLOOR AND CEILING) TO BLEND
SEAMLESSLY WITH EXISTING CONSTRUCTION,
TYPICAL.
PAINTED (BLACK) 1/2" SMOOTH PLYWOOD
BACKING, OVER DRYWALL AT BACK WALL
OF IT CAGE.
INSULATE AND CAULK ALL NEW WALLS WITH
SOUND BATTS AND ACOUSTICAL SEALANT FOR
SOUND, TYPICAL.
CHANGE IN FLOORING MATERIAL.
NEW BASEBOARD HEATER, REFER TO
MECHANICAL.
EXISTING GRAB BARS AND TISSUE DISPENSER TO
REMAIN. REMOVE AND REINSTALL TO ALLOW FOR
TILE INSTALLATION.
EXISTING PLUMBING FIXTURES TO REMAIN.
REMOVE AND REINSTALL TO ALLOW FOR TILE
INSTALLATION.
EXISTING DOOR TO REMAIN.
SAWCUT AND REMOVE PORTION OF EXISTING
SLAB ON GRADE. REFER TO STRUCTURAL FOR
LOCATIONS AND EXTENTS.
DASHED LINE REPRESENTS OVERHEAD DOOR
ABOVE.
DASHED LINE REPRESENTS EDGE OF SECOND
FLOOR FRAMING ABOVE.
NEW 4'-0" HIGH TILE WAINSCOT AT ALL TOILET
ROOM WALLS, REFER TO ROOM FINISH SCHEDULE.
ADD ALTERNATE #1: SAW CUT AND REMOVE 3'x3'
SECTION OF CONCRETE SLAB SURROUNDING
EXISTING FLOOR DRAIN. LOWER DRAIN AND POUR
NEW SECTION OF CONCRETE SLAB (DOWEL TO
EXISTING) SLOPED (1/4" : 1FT) TO DRAIN.
ADD FURRING STRIPS TO OUTSIDE FACE OF NEW
WALL LEDGER (SEE STRUCTURAL 6/S2.1) TO
FLUSH WITH FACE OF WALL FURRING.
NEW, 1-1/2" DIAMETER WOOD (ASH, STAIN)
HANDRAIL, WITH WALL BRACKETS
(BRASSFINDERS MODEL #875-15-SS) RETURN
ENDS TO WALL.
IT EQUIPMENT LOCATION AND LOCKABLE STEEL
SECURITY CAGE. CONFIRM LOCATION AND CAGE
SIZE WITH OWNER.
LOCATION OF NEW HEAT PUMPS, REFER TO
MECHANICAL.
WALL MOUNT AIR CONDITIONER UNIT, INSTALL
WITH 7'-0" MINIMUM CLEARANCE ABOVE WALKING
SURFACE BELOW. REFER TO MECHANICAL.
4
4
6
7
8
9 9 9
9
1010
11
5
CORRIDOR
4
13 13
1
1
14
15
9
2
PROPOSED 1-HOUR RATED WOOD STUD
PARTITION
16
3
17
8
18
18
12
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
LM, MM & MT
EAGLE COUNTY
CORONER OFFICE REMODEL
12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
5/8" DRYWALL, TYPICAL,
REFER TO ROOM FINISH
SCHEDULE
2 4
2 4
5/8" DRYWALL, TYPICAL
± 6 1/4"1 1/2"3/4" WOOD CAP, SAME
AS DOOR CASING MATERIAL
AND FINISH
EASED EDGES, TYPICAL
MITER CORNERS, TYPICAL
2X4 STUD GUARD
FRAMING, REFER TO
STRUCTURAL
INSULATION
NOT SHOWN
NEW 5/8" DRYWALL
NEW WALL FURRING
NEW LEDGER, SEE STRUCTURAL
NEW CONTINUOUS SOLID BACKING
ALONG BOTTOM EDGE OF DRYWALL
TERMINATE BOTTOM EDGE OF
DRYWALL WITH MUD-ON J-BEAD
EXISTING CONCRETE SLAB
EXISTING FOUNDATION
WALL
EXISTING PEMB
CHANNEL
NEW BASE WHERE OCCURS
8SCALE: 1 1/2" = 1'-0"
CEILING ASSEMBLY6SCALE: 3" = 1'-0"
WOOD CAP 7SCALE: 1 1/2" = 1'-0"
FLOOR/CEILING ASSEMBLY@ STAIR5SCALE: 1 1/2" = 1'-0"
NEW WALL LEDGER TERMINATION
5
6
4
A-301
1
1EA-4011WA-402
A-402
1S
A-402
2N
5
A-101
3
A-101
5
A-101
6
A-101
6
A-101
6
A-101
6
A-102 TYP.
6
A-102
A-302
1
3
A-101
3
A-101 12'-4"±26'-10"4'-5"5'-10 1/2"1 1/2"±22'-5 1/2"11'-6"
4'-10"14'-8" (16 TREADS AT 11" EA.)±39'-2"4'-5"8'-2"14'-3 1/2"±12'-2"1 1/2"±34'-1"2"1'-10"1 1/2"12'-1 1/2"15'-2 7/8"
8'-2"3'-11 1/2"4'-0 1/2"(R.O.)2'-0 1/2"2'-0 1/2"(R.O.)(R.O.)2'-1 1/2"1'-0"
6'-7"1'-0"3'-11"3 1/2"4'-8"3 1/2"4'-8"PROPOSED SECOND
FLOOR PLAN, DETAILS
A-102
SCALE: 1/4" = 1'-0"
PROPOSED SECOND FLOOR PLAN
DN.
OFFICE 2
OFFICE 1
OPEN TO BELOW
BRIDGE
COPY AREA
1
HALLWAY
refuge
area
WALL TYPE LEGEND
EXISTING PARTITION TO REMAIN
EXISTING PARTITION TO BE REMOVED
PROPOSED 2x4 WOOD STUD PARTITION
PROPOSED 2x6 WOOD STUD PARTITION
STAIR
KEYNOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
FINISH AND PATCH AREAS OF NEW WORK
(WALLS, FLOOR AND CEILING) TO BLEND
SEAMLESSLY WITH EXISTING CONSTRUCTION,
TYPICAL.
INSULATE AND CAULK ALL NEW SECOND FLOOR
WALLS WITH SOUND BATTS AND ACOUSTICAL
SEALANT FOR SOUND, TYPICAL.
NEW COUNTERTOP WITH BASE CABINETS, SEE
INTERIOR ELEVATIONS.
DASHED LINE INDICATES NEW UPPER CABINETS,
SEE INTERIOR ELEVATIONS.
CHANGE IN FLOORING MATERIAL, TYPICAL.
EDGE OF ENTRY HALL/CORRIDOR CEILING
ASSEMBLY BELOW.
RUN WATER LINE, WITH STOP, TO WATER COOLER
LOCATION. PROVIDE/INSTALL INSTALL WATER
COOLER. SEE PLUMBING FIXTURES SCHEDULE.
NOT USED.
PAINT GRADE WOOD GUARDRAIL CAP, PRIME AND
PAINT.
EXTEND WALLS, SEPARATING OFFICES 6" ABOVE
SUSPENDED CEILING. TAKE DRYWALL TO TOP OF
WALL. ALL OTHER WALLS EXTEND TO BOTTOM OF
ROOF STRUCTURE.
NEW, WALL MOUNT HANDRAIL, SEE KEYNOTE #15
ON SHEET A-101 FOR ADDITIONAL INFORMATION.
EXISTING WALL MOUNTED UNIT HEATER, GAS
SUPPLY LINE AND EXHAUST TO REMAIN.
DRYWALL LID ON CORRIDOR CEILING ASSEMBLY
BELOW.
5
5
5
3 4
9
ONE HOUR FIRE RATED
FLOOR/CEILING ASSEMBLY @
STAIR/LANDING
GA FILE NO. FC 5406
FINISH FLOORING MATERIAL
3/4" PLYWOOD WITH EXTENDING GLUE
2x10 MIN WOOD JOISTS @ 16" O.C.
FACE LAYER JOINTS FINISHED
TWO LAYERS 5/8" SHEETROCK FIRECODE
CORE GYPSUM PANELS
10
1-HOUR RATED WOOD STUD PARTITION
2
2
111
11
11
6
12
ONE-HOUR FIRE RATED CEILING
ASSEMBLY
PER IBC SECTION 722.6 WOOD ASSEMBLIES WHERE
THE FIRE-RESISTANCE RATINGS OF WOOD
ASSEMBLIES ARE ESTABLISHED BY CALCULATIONS.
5/8" TYPE 'X' GYPSUM BOARD APPLIED WITH LONG
DIMENSION PERPENDICULAR TO FRAMING. FASTEN
WITH 1-7/8" TYPE W OR S DRYWALL SCREWS 12"
O.C. AT JOINTS AND INTERMEDIATE JOISTS AND 1
1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2"
BACK ON EITHER SIDE OF END JOINTS. JOINTS
OFFSET 24" FROM BASE LAYER JOINTS. - 40
MINUTE TIME VALUE
1/2" TYPE 'X' GYPSUM BOARD. APPLIED WITH LONG
DIMENSION PERPENDICULAR TO FRAMING. FASTEN
WITH 1 1/4" TYPE W OR S DRYWALL SCREWS 24"
O.C. - 25 MINUTE TIME VALUE.
2X6 WOOD JOISTS @ 16" O.C. - 10 MINUTE TIME
VALUE.
5/8" TYPE 'X' GYPSUM BOARD BEARING UL
CLASSIFICATION MARK. FASTEN WITH 1-1/4" TYPE S
SCREWS @ 8" O.C
13
water
cooler
copier:
confirm size
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
LM, MM & MT
EAGLE COUNTY
CORONER OFFICE REMODEL
12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
GALVANIZED METAL MUD-ON
J-BEAD, FLUSH W/ BOTTOM
OF LVL BEAM
5/8" DRYWALL, REFER TO
ROOM FINISH SCHEDULE
LVL BEAM, REFER TO
STRUCTURAL
WOOD FRAMED GUARDRAIL,
REFER TO STRUCTURAL FOR
CONNECTION TO FLOOR
FRAMING
FLOOR JOISTS,
REFER TO
STRUCTURAL
JOIST HANGER,
REFER TO
STRUCTURAL
3/4" SHEATHING,
REFER TO
STRUCTURAL
FINISH FLOOR,
REFER TO ROOM
FINISH SCHEDULE
5/8" DRYWALL,
REFER TO ROOM
FINISH SCHEDULE
METAL CORNER BEAD
5/8" DRYWALL
2
HEADER, SEE STRUCTURAL
2
SOUND
INSULATION
NOT SHOWN
DRYWALL BOTTOM EDGE TRANSITION 6SCALE: 3" = 1'-0"
BULKHEAD4SCALE: 3" = 1'-0"
6
A-103
A-301
1
A-302
1
A-301
1
A-302
1
(under stair)
(under stair)
slope
slope
flat clg
(stair landing)
CLG. HT.
+10'-0 1/8"
CLG. HT.
+10'-0 1/2"
CLG. HT.
+8'-11 1/4"
CLG. HT.
+9'-0"
CLG. HT.
+9'-0"
CLG. HT.
+8'-1"
CLG. HT.
+8'-9"
EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.
PROPOSED REFLECTED
CEILING PLANS, DETAILS
A-103
TOILET
ROOM STORAGE
elec.
panel
PROCESSING SPACE
STAIR
SCALE: 1/4" = 1'-0"
PROPOSED FIRST FLOOR REFLECTED CEILING PLAN1 SCALE: 1/4" = 1'-0"
PROPOSED SECOND FLOOR REFLECTED CEILING PLAN
OFFICE 2
OFFICE 1
2
STAIR
1
1
3
6
13
KEYNOTES
PROPOSED SUSPENDED ACOUSTICAL BOARD
AND GRID CEILING, TYPICAL
STIPPLING DEPICTS NEW DRYWALL CEILING
DIRECTLY APPLIED TO BOTTOM OF JOISTS OR
STAIR STRINGERS.
LIGHT FIXTURE, REFER TO LIGHTING PLANS,
TYPICAL
SUPPLY AIR LOUVER FOR ERV-1, REFER TO
MECHANICAL
EXHAUST FAN, REFER TO MECHANICAL PLANS,
TYPICAL
GRID MOUNTED CEILING AIR CONDITIONING UNIT,
REFER TO MECHANICAL
EXISTING DRYWALL CEILING FINISH TO REMAIN
AS-IS IN THIS AREA.
EXIT SIGN, TYPICAL. REFER TO ELECTRICAL
NEW SUSPENDED LIGHT FIXTURE. REFER TO
ELECTRICAL
EXISTING SUSPENDED LIGHT FIXTURE TO REMAIN
SET THIS CEILING HIGHER THAN 8'-1" DUCT
PERMITTING.
NEW EXPOSED SECOND FLOOR FLOOR FRAMING.
EXISTING EXPOSED VAPOR BARRIER TO REMAIN
AS-IS IN THIS AREA.
1
2
3
4
5
6
7
8
9
10
11
12
13
5
3
3
3
8
8
3
8
8
8
8
8
99
9
9
10
9
4
CORRIDOR
11
2
12
12 12
7
2
6
3
4
4
4
ENTRY
CORRIDOR
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
LM, MM & MT
EAGLE COUNTY
CORONER OFFICE REMODEL
12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
EDGE CLEARENCE 1/4"AT PERIMETERBITE 3/8" MIN.1 1/16" x 4" x 1/4" HARDWOOD
SETTING BLOCK
SILICONE SEALANT (CONTINUOUS)
1/8" x 3/8" CLOSED CELL PVC TAPE
.040" x 5/8" MINIMUM x 5/8" MINIMUM
CONTINUOUS STEEL ANGLE
DASHED LINE REPRESENTS
WOOD COVER 1/4" TYP.3
A-301
6 66
SOUND
INSULATION
NOT SHOWN
2 6
WOOD CASING
SOUND
INSULATION
NOT SHOWN
2 2
HEADER, SEE STRUCTURAL
2
PYROSTOP GLAZING: 60 MINUTE
- 7/8" (23mm) OR PYROSTOP
GLAZING: 60 MINUTE
- 1 1/16" (27mm)
WOOD COVER (ANGLES CAN BE
COVERED WITH WOOD, ALUMINUM
OR OTHER TYPES OF
NON-COMBUSTIBLE TRIM)
5/8" TYPE 'X' GYPSUM
BOARD (ONE LAYER)1/4" TYP.#12 x 1 1/2" PHILLIPS FLAT
HEAD SCREW, 10" - 12"
ON CENTER
3
A-301
#12 x 1 1/2" PHILLIPS FLAT
HEAD SCREW, 10" - 12"
ON CENTER
WOOD COVER (ANGLES CAN BE
COVERED WITH WOOD, ALUMINUM
OR OTHER TYPES OF
NON-COMBUSTIBLE TRIM)
#12 x 1 1/2" PHILLIPS FLAT
HEAD SCREW, 10" - 12"
ON CENTER
WOOD CASING
PYROSTOP GLAZING: 60 MINUTE
- 7/8" (23mm) OR PYROSTOP
GLAZING: 60 MINUTE
- 1 1/16" (27mm)
5/8" TYPE 'X' GYPSUM
BOARD (ONE LAYER)
#12 x 1 1/2" PHILLIPS FLAT
HEAD SCREW, 10" - 12"
ON CENTER 1/4" TYP.3
A-301
SOUND
INSULATION
NOT SHOWN
2 6
WOOD COVER (ANGLES CAN BE
COVERED WITH WOOD, ALUMINUM
OR OTHER TYPES OF
NON-COMBUSTIBLE TRIM)
#12 x 1 1/2" PHILLIPS FLAT
HEAD SCREW, 10" - 12"
ON CENTER
WOOD CASING
PYROSTOP GLAZING: 60 MINUTE
- 7/8" (23mm) OR PYROSTOP
GLAZING: 60 MINUTE
- 1 1/16" (27mm)
5/8" TYPE 'X' GYPSUM
BOARD (ONE LAYER)
#12 x 1 1/2" PHILLIPS FLAT
HEAD SCREW, 10" - 12"
ON CENTER
FRP PANELS ON PROCESSING
SPACE SIDE, SEE
INTERIOR ELEVATIONS
1-HR INTERIOR WINDOW JAMB2SCALE: 3" = 1'-0"
1-HR INTERIOR WINDOW SILL3SCALE: FULL SCALE 4SCALE: 3" = 1'-0"5SCALE: 3" = 1'-0"
1-HR INTERIOR WINDOW HEAD STEEL ANGLES, 1-HR WINDOW FRAME
8
A-102
7
A-102
7
A-102
T.O. CONC. SLAB (E)
ELEV. 100'-0"10'-1 1/8"6 5/8"TOP PLATE (P)
ELEV. 110'-1 1/8"
T.O. DRYWALL LID
ELEV. 110'-7 3/4"
B.O. PURLIN (E)
ELEV. *VARIES**VARIES*9'-0 3/8"T.O. CONC. SLAB (E)
ELEV. 100'-0"
B.O. PURLIN (E)
ELEV. *VARIES*
T.O. SHEATHING (P)
ELEV. 109'-10 5/8"
TOP PLATE (P)
ELEV. 109'-0 3/8"*VARIES*(17 RISERS AT 7" EACH, TYPICAL)11"
1'-0"
1"± 7'-0 1/2"10 1/4"1'-0"± 7"6"
EQ.
EQ.
EQ.
EQ.
EQ.
4'-0"
M
A
X.,
T
Y
PI
C
A
L
6"3'-0"4'-0"1'-4"7'-0"MINIMUM
SCALE: 1/2" = 1'-0"
WALL SECTION1
STAIR
TOILET ROOMSTORAGE
STAIR
STORAGE
1/2" THICK PAINT GRADE WOOD
STAIR SKIRT BOTH SIDES, APPLY
OVER DRYWALL
1/2" THICK PAINT GRADE WOOD
STAIR SKIRT BOTH SIDES, APPLY
OVER DRYWALL
4'-0" HIGH TILE WAINSCOT,
REFER TO ROOM FINISH
SCHEDULE
EXISTING DOOR AND
CASING TO REMAIN
1-HOUR RATED
CEILING ASSEMBLY
1-HOUR RATED WALL ASSEMBLY
1-HOUR RATED
ASSEMBLY
CEILING
BEYOND
PROVIDE SOLID WOOD BACKING
AT ALL WALL BRACKET LOCATIONS
OPEN TO PROCESSING
SPACE BEYOND
ENTRY
CORRIDOR
BEYOND
INSTALL CEILING JOIST LEDGER
OVER EXISTING DRYWALL
AIR CONDITIONER
SPLIT UNIT, REFER
TO MECHANICAL
WRAP LEDGER WITH CEILING
ASSEMBLY DRYWALL
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
MM & MT12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
A-301
WALL SECTION AND DETAILS
EAGLE COUNTY
CORONER OFFICE REMODEL
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
8
A-102
6
A-101
T.O. CONC. SLAB (E)
ELEV. 100'-0"10'-1 1/8"4 5/8"TOP PLATE (P)
ELEV. 110'-1 1/8"
T.O. DRYWALL LID
ELEV. 110'-7 3/4"
B.O. PURLIN (E)
ELEV. *VARIES**VARIES*T.O. CONC. SLAB (E)
ELEV. 100'-0"10'-1 1/8"TOP PLATE (P)
ELEV. 110'-1 1/8"
TOP SHEATHING
ELEV. 111'-1 3/4"1'-0 5/8"BO GRID CELING
ELEV. 119'-3 1/2"8'-1 3/4"PROCESSING
SPACE
SCALE: 1/2" = 1'-0"
WALL SECTION1
1-HOUR RATED
CEILING ASSEMBLY
ENTRY
CORRIDOR
BRIDGE BEYOND
1-HOUR RATED
WALL ASSEMBLY
OFFICE 2
PROCESSING
SPACE
OUTLINE OF EXISTING COOLER
INSTALL CEILING JOISTS LEDGER
OVER EXISTING DRYWALL
WRAP LEDGER WITH CEILING
ASSEMBLY DRYWALL
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
MM & MT12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
A-302
WALL SECTION AND DETAILS
EAGLE COUNTY
CORONER OFFICE REMODEL
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
WOOD WINDOW FRAME
WOOD CASING
CLEAR TEMPERED GLASS,
(±1/4" THICK, TYPICAL)
SOUND
INSULATION
NOT SHOWN
5/8" DRYWALL
2 4
WOOD WINDOW FRAME
WOOD CASING
WOOD CASING
CLEAR TEMPERED GLASS,
(±1/4" THICK, TYPICAL)
SOUND
INSULATION
NOT SHOWN
5/8" DRYWALL
1/4"WOOD WINDOW FRAME
WOOD CASING
CLEAR TEMPERED GLASS,
(±1/4" THICK, TYPICAL)
5/8" DRYWALL3"1/4"1/4"3/4" THICK WOOD DOOR
FRAME
1/2" THICK WOOD DOOR STOP,
TYPICAL
FLUSH DOOR
HEADER, SEE STRUCTURAL
2
6 6
2
5/8" DRYWALL
INSULATION
NOT SHOWN
± 1/2" SHIMWOOD CASING
1/4"WOOD CASING
2
6 6
2
± 1/2" SHIMHEADER, SEE STRUCTURAL
1/4" SHIMMIN.1/4" SHIM5/8" DRYWALL
5/8" DRYWALL
2SCALE: 3" = 1'-0"
TYP. INTERIOR DOOR HEAD, JAMB SIM.3SCALE: 3" = 1'-0"4SCALE: 3" = 1'-0"5SCALE: 3" = 1'-0"
INTERIOR WINDOW HEAD INTERIOR WINDOW JAMB INTERIOR WINDOW SILL
1
4
A-301
2
A-301
5
A-301
± 3'-6"3'-6"3'-6"SCALE: 1/2" = 1'-0"
PROCESSING SPACE
EAST
KEYNOTES
1
2
3
SUPPLY AIR LOUVER, TYPICAL. REFER TO
MECHANICAL
RETURN AIR LOUVER, TYPICAL. REFER TO
MECHANICAL
FRP WAINSCOT, TYPICAL. REFER TO FINISH
MATERIALS SPECIFICATIONS
TOP OF ENTRY HALL CEILING ASSEMBLY STIPLING INDICATES AREAS
OF DRYWALL, TYPICAL
USE MOISTURE RESISTANT
DRYWALL AT FIRST FLOOR
PROCESSING SPACE,
TYPICAL
EXISTING UNIT HEATER GAS
SUPPLY LINE TO REMAIN
6" VINYL OR RUBBER BASE, TYPICAL
OF PROCESSING SPACE STIPLING INDICATES AREAS
OF DRYWALL, TYPICAL
EXISTING WALL MOUNTED UNIT
HEATER TO REMAIN.
EXISTING UNIT HEATER
EXHAUST FLUE TO REMAIN
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
MT12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
A-401
INTERIOR ELEVATIONS,
DETAILS
EAGLE COUNTY
CORONER OFFICE REMODEL
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
INSULATION
NOT SHOWN
2
3/4" THICK WOOD DOOR
FRAME
1/2" THICK WOOD DOOR
STOP, TYPICALFLUSH DOOR
42
4 5/8" DRYWALL, TYPICAL
1/4" SHIM4" MIN.5/8" DRYWALL
1/4"WOOD CASING
2
3/4" THICK WOOD DOOR FRAME
1/2" THICK WOOD DOOR STOP
FLUSH DOOR
42
4
5/8" DRYWALL
1/4" SHIMWOOD CASING
INSULATION
NOT SHOWN
WOOD CASING
5/8" DRYWALL
1/4"TYPICAL INTERIOR DOOR JAMB INT. DOOR JAMB TO WALL DISTANCE3SCALE: 3" = 1'-0"4SCALE: 3" = 1'-0"
1
2
4
A-402
3
A-401
2
A-401
4
A-401
5
A-401
3
A-402
5
A-401
3
A-401
2
A-401
4
A-401
4
A-103
3/4" SCRIBE 2'-6"1'-6"2'-0"3/4" END PANEL4"2'-4 1/2"1 1/2"2'-10"1'-6"3'-0"4"1"REFRIGERATOR
(VERIFY)
3/4" SCRIBE 2'-6"1'-6"2'-0"3/4" END PANEL± 3'-6"3'-6"2'-0"
2'-0"EQ.EQ.EQ.EQ.1'-0"2'-0"1"3'-6"3'-6"SCALE: 1/2" = 1'-0"
SECOND LEVEL HALLWAY
WEST SOUTH
SCALE: 1/2" = 1'-0"
COPY AREA
NORTH
24" DEEP BASE CABINETS
15" DEEP UPPER CABINETS
W/ ADJUSTABLE SHELVES,
TYPICAL
DRAWERS
3/4" THICK PLASTIC LAMINATE
CAP
FINISHED END PANEL, TYPICAL
COUNTERTOP, BACK-SPLASH
AND RETURN
STIPLING INDICATES AREAS
OF DRYWALL, TYPICAL
LIGHT VALANCE, TYPICAL
DASHED LINE INDICATES
LOCATION OF WATER COOLER STIPLING INDICATES AREAS
OF DRYWALL, TYPICAL
DASHED LINE INDICATES
LOCATION OF COPIER
ALL WINDOW AND DOOR CASING
SHALL BE SMOOTH PAINT GRADE
WOOD, PRIME AND PAINT, TYPICAL
MOUNT UNDERCABINET LIGHTS
AGAINST BACK OF LIGHT VALANCE
5/8" DRYWALL WRAP AT COLUMN
USE MOISTURE RESISTANT
DRYWALL AT FIRST FLOOR
PROCESSING SPACE,
TYPICAL
OUTLINE OF EXISTING COOLER
6" VINYL OR RUBBER BASE, TYPICAL
OF PROCESSING SPACE
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
MT12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
A-402
EAGLE COUNTY
CORONER OFFICE REMODEL
INTERIOR ELEVATIONS,
DETAILS
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
WOOD WINDOW FRAME
WOOD CASING
CLEAR TEMPERED GLASS,
(±1/4" THICK, TYPICAL)
SOUND
INSULATION
NOT SHOWN
5/8" DRYWALL
2 4
WOOD WINDOW FRAME
WOOD CASING
WOOD CASING
CLEAR TEMPERED GLASS,
(±1/4" THICK, TYPICAL)
SOUND
INSULATION
NOT SHOWN
5/8" DRYWALL
1/4"WOOD WINDOW FRAME
WOOD CASING
CLEAR TEMPERED GLASS,
(±1/4" THICK, TYPICAL)
5/8" DRYWALL3"1/4"1/4"3/4" THICK WOOD DOOR
FRAME
1/2" THICK WOOD DOOR STOP,
TYPICAL
FLUSH DOOR
HEADER, SEE STRUCTURAL
2
6 6
2
5/8" DRYWALL
INSULATION
NOT SHOWN
± 1/2" SHIMWOOD CASING
1/4"WOOD CASING
2
6 6
2
± 1/2" SHIMHEADER, SEE STRUCTURAL
1/4" SHIMMIN.1/4" SHIM5/8" DRYWALL
5/8" DRYWALL
2SCALE: 3" = 1'-0"
TYP. INTERIOR DOOR HEAD, JAMB SIM.3SCALE: 3" = 1'-0"4SCALE: 3" = 1'-0"5SCALE: 3" = 1'-0"
INTERIOR WINDOW HEAD INTERIOR WINDOW JAMB INTERIOR WINDOW SILL
1
4
A-301
2
A-301
5
A-301
± 3'-6"3'-6"3'-6"SCALE: 1/2" = 1'-0"
PROCESSING SPACE
EAST
KEYNOTES
1
2
3
SUPPLY AIR LOUVER, TYPICAL. REFER TO
MECHANICAL
RETURN AIR LOUVER, TYPICAL. REFER TO
MECHANICAL
FRP WAINSCOT, TYPICAL. REFER TO FINISH
MATERIALS SPECIFICATIONS
TOP OF ENTRY HALL CEILING ASSEMBLY STIPLING INDICATES AREAS
OF DRYWALL, TYPICAL
USE MOISTURE RESISTANT
DRYWALL AT FIRST FLOOR
PROCESSING SPACE,
TYPICAL
EXISTING UNIT HEATER GAS
SUPPLY LINE TO REMAIN
6" VINYL OR RUBBER BASE, TYPICAL
OF PROCESSING SPACE STIPLING INDICATES AREAS
OF DRYWALL, TYPICAL
EXISTING WALL MOUNTED UNIT
HEATER TO REMAIN.
EXISTING UNIT HEATER
EXHAUST FLUE TO REMAIN
PROGRESS SET
NOT FOR CONSTRUCTION
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
MT12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
A-401
INTERIOR ELEVATIONS,
DETAILS
EAGLE COUNTY
CORONER OFFICE REMODEL
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
INSULATION
NOT SHOWN
2
3/4" THICK WOOD DOOR
FRAME
1/2" THICK WOOD DOOR
STOP, TYPICALFLUSH DOOR
42
4 5/8" DRYWALL, TYPICAL
1/4" SHIM4" MIN.5/8" DRYWALL
1/4"WOOD CASING
2
3/4" THICK WOOD DOOR FRAME
1/2" THICK WOOD DOOR STOP
FLUSH DOOR
42
4
5/8" DRYWALL
1/4" SHIMWOOD CASING
INSULATION
NOT SHOWN
WOOD CASING
5/8" DRYWALL
1/4"TYPICAL INTERIOR DOOR JAMB INT. DOOR JAMB TO WALL DISTANCE3SCALE: 3" = 1'-0"4SCALE: 3" = 1'-0"
1
2
4
A-402
3
A-401
2
A-401
4
A-401
5
A-401
3
A-402
5
A-401
3
A-401
2
A-401
4
A-401
4
A-103
3/4" SCRIBE 2'-6"1'-6"2'-0"3/4" END PANEL4"2'-4 1/2"1 1/2"2'-10"1'-6"3'-0"4"1"REFRIGERATOR
(VERIFY)
3/4" SCRIBE 2'-6"1'-6"2'-0"3/4" END PANEL± 3'-6"3'-6"2'-0"
2'-0"EQ.EQ.EQ.EQ.1'-0"2'-0"1"3'-6"3'-6"SCALE: 1/2" = 1'-0"
SECOND LEVEL HALLWAY
WEST SOUTH
SCALE: 1/2" = 1'-0"
COPY AREA
NORTH
24" DEEP BASE CABINETS
15" DEEP UPPER CABINETS
W/ ADJUSTABLE SHELVES,
TYPICAL
DRAWERS
3/4" THICK PLASTIC LAMINATE
CAP
FINISHED END PANEL, TYPICAL
COUNTERTOP, BACK-SPLASH
AND RETURN
STIPLING INDICATES AREAS
OF DRYWALL, TYPICAL
LIGHT VALANCE, TYPICAL
DASHED LINE INDICATES
LOCATION OF WATER COOLER STIPLING INDICATES AREAS
OF DRYWALL, TYPICAL
DASHED LINE INDICATES
LOCATION OF COPIER
ALL WINDOW AND DOOR CASING
SHALL BE SMOOTH PAINT GRADE
WOOD, PRIME AND PAINT, TYPICAL
MOUNT UNDERCABINET LIGHTS
AGAINST BACK OF LIGHT VALANCE
5/8" DRYWALL WRAP AT COLUMN
USE MOISTURE RESISTANT
DRYWALL AT FIRST FLOOR
PROCESSING SPACE,
TYPICAL
OUTLINE OF EXISTING COOLER
6" VINYL OR RUBBER BASE, TYPICAL
OF PROCESSING SPACE
PROGRESS SET
NOT FOR CONSTRUCTION
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
MT12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
A-402
EAGLE COUNTY
CORONER OFFICE REMODEL
INTERIOR ELEVATIONS,
DETAILS
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
LOCATIONMARK TYPE WIDTH HEIGHT THICKNESS MATERIAL HARDWARE
1 ENTRY HALLWAY
FINISH FRAME FINISH HEAD JAMB SILL COMMENTS
DOOR SCHEDULE
5/A-401
REV.
4
2 STORAGE
5
6
STAIR
A WOOD3'-0"7'-0"1 3/4"PRIME & PAINT
7'-0"1 3/4"
3'-0"7'-0"1 3/4"
5/A-401 - - STEEL PRIME & PAINT
OFFICE 1 B 7'-0"1 3/4"
1 DOOR TYPES
SCALE: 1/2" = 1'-0"
SET 1
TYPE 'A', 'B' & 'C'
PRIME & PAINT
PRIME & PAINT
PRIME & PAINT WOOD
PRIME & PAINTPRIME & PAINT
ROOM FINISH SCHEDULE
ROOMREV
FLOORS
MTRL BASE NORTH
MTRL FIN.MTRL FIN.
EAST
WALLS
SOUTH WEST
CEILINGS
MTRL FIN.COMMENTS
MTRL FIN.MTRL FIN.
ENTRY HALL
RM #
- -
GWB
GWB
PROCESSING SPACE
STAIR
STORAGE
OFFICE 2
- -PAINT PAINTLVTRB
TOILET ROOM
GWB PAINT
GENERAL NOTES:
1.
2.
3.
NOTES:
A.
B.
FINISH MATERIALS SPECIFICATIONS
DESCRIPTIONREV SIZE COMMENTSMARKMANUF./MTRL.MANF'R #COLOR
NOTES:
1.
2.
ETR EXISTING TO REMAIN - -- -- -- -
PAINT PRIMER AND PAINT PAINT: ULTRA SPEC 500 N537
PRIMER: ULTRA SPEC 500 N534
SHALE 861 - -BENJAMIN MOORE
GWB NEW GYPSUM WALL BOARD - -- -5/8"AMERICAN GYPSUM LIGHT SKIP-TROWEL TEXTURE.
CARPET NEW CARPET MATERIALIZE CHARACTERISTIC - -CORE ELEMENTS
LOW SHEEN PAINT. SEE NOTE 1 BELOW.
PRIMER AND PAINT COATS AND THICKNESSES: LATEX PRIMER WET FILM THICKNESS 4.3 MILS, DRY FILM THICKNESS 1.8 MILS. INTERMEDIATE COAT: WET FILM THICKNESS 4.3 MILS, DRY FILM THICKNESS 1.8 MILS. TOPCOAT: WET FILM
THICKNESS 4.3 MILS, DRY FILM THICKNESS 1.8 MILS.
EXISTING DRYWALL IN THIS AREA IS ONLY FIRE TAPED. FINISH FOR PAINTING BY APPLYING ADDITIONAL JOINT COMPOUND TO TAPE AND SCREWS (AS NEEDED), SANDING AND TEXTURING.
CONCRETE EXISTING CONCRETE SLAB - -EXISTING- -
ACT ACOUSTICAL CEILING TILE ARMSTRONG PRELUDE ML 15/16" EXPOSED TEE.
CIRRUS PANELS ANGLED TEGULAR
24" x 24"
SEALER TBD TBDTBDTBD
- -
WHITE
MANUFACTURER OF THIS CARPET MAY BE MOHAWK.
A PRIME & PAINT
1-HR FIRE RATED DOOR & FRAME
OFFICE 2 B 3'-0"7'-0"1 3/4"PRIME & PAINTPRIME & PAINT
CABINET SCHEDULE
REV CABINET CONST.VENEER MANUF.VENEER FINISH COMMENTSROOM
BRIDGE
NOTES:
CABINET CONSTRUCTION:
ALL ARCHITECTURAL WOODWORK IS TO COMPLY WITH AWI "CUSTOM GRADE QUALITY STANDARDS" OR BETTER
ALL PRODUCTS ARE TO BE SELECTED TO AVOID HIGH OFF-GASSING FOR UREA FORMALDEHYDE, POLYVINYL ACETATE (PVA) AND ASPHALTIC RESIN GLUES.
MELAMINE SHALL COMPLY WITH NEMA LD 3 STANDARDS.
CABINET BOX CONSTRUCTION (UNLESS NOTED OTHERWISE ON DRAWINGS):
3/4" THICK, EDGE BANDED MELAMINE. CABINET BACK SHALL BE 1/2" THICK, MELAMINE. MELAMINE COLOR SHALL BE MAPLE.
DRAWER BOX CONSTRUCTION:
DRAWER BOXES SHALL BE 5/8" THICK NATURAL MAPLE, DOVETAIL WITH 1/4" THICK, MELAMINE DADO BOTTOM..
SHELVES:
3/4" THICK, EDGE BANDED MELAMINE, SAME COLOR AS CABINET BOX.
EXPOSED CABINET END PANELS:
VENEER-FACED (TO MATCH DOORS) PARTICLE BOARD OR MDF WITH EDGEBANDING TO MATCH VENEER.
DRAWER SLIDES:
BLUM HEAVY DUTY, FULL EXTENSION, SOFT CLOSE.
HINGES:
CONCEALED TYPE, ADJUSTABLE. BLUM CLIP TOP 110 DEGREE OR EQUIVALENT.
BUMPERS:
CLEAR, NIPPLE TYPE ON ALL DOORS. QUIETEX SMALL.
CABINET PULLS & ACCESSORIES:
FOR ALL CABINET DOORS AND DRAWERS USE (TBD). PROVIDE SAMPLE FOR ARCHITECT & OWNER APPROVAL PRIOR TO ORDERING.
SHOP DRAWINGS:
INCLUDE PLANS, ELEVATIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK. SHOW MATERIALS, FINISHES, FILLER PANELS, AND HARDWARE.
DOOR STYLE
WILSONARTFLUSH OVERLAY SLAB/FLUSH VENEER TO BE CONFIRMED
PLASTIC LAMINATE TBD
COUNTERTOP SCHEDULE
REV MATERIAL MANUFACTURER MODEL/COLOR TEXTURE COMMENTSROOM #ROOM
COPY AREA COUNTERTOP
THICKNESS PROFILE
COPY AREA (BACKSPLASH AND
RETURN)
3/4" WITH 1 1/2" EDGE SMOOTH SQUARE PROFILE COLOR TO BE CONFIRMED
PLASTIC LAMINATE 3/4"SMOOTH SQUARE PROFILE
WOOD
WOOD
WOOD
BRIDGE
ETR
(CONC.)
TILE-1 - -
CARPET
LVT RB
LVT LUXURY VINYL TILE CARPET ONE
FEGWB,
GWB
PAINT GWB PAINT GWB PAINT
3'-0"
1-HR FIRE RATED DOOR & FRAME
3'-0"
ETR & GWB PAINT
FEGWB &
TILE-2
PAINT FEGWB &
TILE-2
PAINT FEGWB &
TILE-2
PAINT FEGWB &
TILE-2
PAINT GWB PAINT
RB GWB PAINT GWB PAINT GWB PAINT FEGWB PAINT GWB PAINT
FEGWB PAINT GWB PAINT - -- -
GWB PAINT GWB PAINT GWB PAINT GWB PAINT
HALLWAY RB - -- -GWB
(GUARDRAIL)
PAINT GWB PAINT GWB PAINT
- -ETR & JOISTS,
BEAMS & PWD
- -
RB & WOOD - -- -ACT - -
REMOVE AND REPLACE AS MUCH EXISTING DRYWALL FINISH AS IS NEEDED TO PROPERLY EXECUTE THE PROPOSED WORK. ALL NEW DRYWALL MUST BLEND SEAMLESSLY WITH EXISTING DRYWALL..
IN ENTRY HALL, STAIR, TOILET ROOM AND OFFICES WHERE EXISTING DRYWALL IS FIRE TAPED BUT NOT TEXTURED, FINISH TO A PAINTABLE SURFACE, INCLUDING APPLICATION OF DRYWALL MUD, SANDING AND TEXTURE.
PATCH/REPAIR ANY IMPERFECTIONS/DAMAGE TO EXISTING DRYWALL TO REMAIN AS NEEDED.
USE 5/8" TYPE "X" MOISTURE RESISTANT DRYWALL AT ALL FIRST FLOOR PROCESSING ROOM NEW DRYWALL LOCATIONS.
PAINT NEW EXPOSED WOOD JOISTS, BEAMS/ PLYWOOD AND METAL HANGERS. EXISTING PITCHED HIGH CEILING FINISH TO
REMAIN.
ETR - -
ETR - -
RB RUBBER BASE 193 BLACK BROWNROPPE- -4"
TACOMA MOCHA WALNUT COMMENTS USE PLANK SIZE. ACTUAL MANUFACTURER OF THIS
PRODUCT MAY BE ARMSTRONG, JEFFERSON OAK, SADDLE.
A
DOOR TYPES:
TYPE 'A': NEW HOLLOW METAL FLUSH DOOR, 1-HOUR FIRE RATED.
TYPE 'B':NEW HOLLOW METAL FLUSH DOOR, NON-RATED.
WHERE APPLICABLE, EXTEND CARPET INTO TOE
SPACES, DOOR REVEALS, CLOSETS, ALCOVES,
REMOVABLE FLANGES, ETC.
CONTRACTOR TO BE RESPONSIBLE FOR LEVELING
OF FLOOR SURFACES TO RECEIVE SPECIFIED
FINISHES.
ALL FLOOR FINISH CHANGES TO OCCUR UNDER
CENTERLINE OF DOOR IN CLOSED POSITION.
CARPET SEAMS SHALL OCCUR AT JUNCTION OF
PARTITIONS, THRESHOLDS, OR CHANGE OF
DIRECTION IN CORRIDOR. STRIP PATCHING IS NOT
ACCEPTABLE.
1
2
3
4
FLOORING CRITERIA
PAINTING SYSTEMS SELECTED SHALL BE
MANUFACTURED FROM MATERIALS BEARING LOW
LEVELS OF VOLATILE COMPOUNDS WITHOUT
AFFECTING IN-SERVICE PERFORMANCES.
PAINT SURFACES BEHIND MOVABLE EQUIPMENT,
APPLIANCES AND FURNITURE THE SAME AS
SIMILAR EXPOSED SURFACES.
PAINT IN THE FIELD ALL UN-INSULATED METAL
AND PLASTIC PIPES, PIPE HANGERS AND
SUPPORTS, PANEL BOARDS AND ALL
MECHANICAL AND ELECTRICAL EQUIPMENT WHICH
IS FACTORY PRIMED.
METALS: PROVIDE PRIMER AND TWO FINISH
COATS ACRYLIC LATEX SEMI-GLOSS.
1
2
3
4
WALL FINISH CRITERIA
MILLWORK CRITERIA
WALL AND BASE CABINETS: ALL EXPOSED
SURFACES ARE TO HAVE PLASTIC LAMINATE
FINISH (INCLUDING SHELVING).
ALL ARCHITECTURAL WOODWORK IS TO COMPLY
WITH AWI "PREMIUM GRADE QUALITY
STANDARDS", 5TH EDITION.
ALL PRODUCTS ARE TO BE SELECTED TO AVOID
HIGH OFF-GASSING FOR UREA FORMALDEHYDE,
POLYVINYL ACETATE (PVA) AND ASPHALTIC
RESIN GLUES. THE USE OF PLYWOOD PRODUCTS
INCORPORATING PHENOL FORMALDEHYDE OR
RESORCINOL GLUES SHALL BE USED SUBJECT TO
BUILDING CODE-MANDATED FIRE-RESISTANCE
REQUIREMENTS.
PLASTIC LAMINATE FACE SHEETS ARE TO
COMPLY WITH NEMA LD3, GP 50; SATIN FINISH
TEXTURE.
PLASTIC LAMINATE EDGES ARE TO MATCH FACE
SHEETS AND TO BE APPLIED BEFORE THE FACE
SHEETS ARE APPLIED.
ALL EDGES SHOULD BE ROUNDED SMOOTH.
ALL HARDWARE PULLS TO CONFORM TO ABAAS
GUIDELINES.
1
2
3
4
5
6
7
LVT
FEGWB FINISH EXISTING GYPSUM WALL BOARD - -- -- -- -SEE NOTE 2 BELOW.
CORRIDOR FEGWB
FEGWB
& GWB
GWBPAINTPAINT PAINTCARPETRBGWBPAINT
TB TILE BASE TBDTBDTBD TBD
TILE-1 TILE BASE TBDTBDTBD TBD
ETR
(CONC.)
RB AT STAIR LANDINGS, WOOD
SKIRT BOARDS AT STAIR.
STAIR CARPET FEGWB PAINT GWB
(GUARDRAIL)
PAINT GBW PAINTRB & WOOD GWB PAINT ACT - -RB AT STAIR LANDINGS, WOOD
SKIRT BOARDS AT STAIR.
FIRST FLOOR
SECOND FLOOR
PLUMBING FIXTURE & FITTING SCHEDULE
ROOMREV COLOR/FINISHRM. #FIXTURE/FITTING MODELMANUFACTURER MODEL NO.COMMENTS
BRIDGE
BRIDGE
SINK
SINK FAUCET
STAINLESS STEEL
STAINLESSSLEEK7864
ELKAY
MOEN
INCLUDE STRAINER BASKET
BRIDGE WATER COOLER - -CHILLER GF - -INNOWAVE
3
5/A-401
5/A-401
5/A-401
5/A-401
5/A-401
5/A-401
5/A-401
5/A-401
- -
- -
- -
- -
1. ALL NEW WOOD DOOR FRAMES AND CASING SHALL BE SMOOTH PAINT GRADE WOOD.
2. PAINT ALL EXISTING DOOR FRAMES TO REMAIN A NEW COLOR. CONFIRM COLOR WITH ARCHITECT.
3. COLOR FOR DOORS TO BE PAINTED TO BE DETERMINED AND SELECTED BY ARCHITECT.
NOTES:
HARDWARE NOTES:
HARDWARE SET 1:
HINGES :STANLEY 5 KNUCKLE CB FULL MORTISE HINGE: CB191. FINISH: 32D (SATIN STAINLESS STEEL).
LATCH SET:BEST ACCESS SYSTEMS CYLINDRICAL LOCK, PASSAGE FUNCTION: 9K-3-0-N-16-C-STK-626
FLOOR STOP:ALLEGION IVES FS436. FINISH: ALUMINUM WITH GRAY BUMPER.
CLOSER:ALLEGION LCN 1460 SERIES. PARALLEL ARM PUSH SIDE MOUNTING. FULL COVER. FINISH: STD .
GASKETING:PEMKO S88. COLOR TO BE DETERMINED (TO BE SELECTED BY ARCHITECT).
DOOR BOTTOM:PEMKO 411APKL AUTOMATIC DOOR BOTTOM.
HARDWARE SET 2:
HINGES :STANLEY 5 KNUCKLE CB FULL MORTISE HINGE: CB191 FINISH: 32D (SATIN STAINLESS STEEL).
LATCH SET:BEST ACCESS SYSTEMS CYLINDRICAL LOCK, STOREROOM FUNCTION: 9K-3-7-N-16-C-STK-626
WALL STOP:ALLEGION IVES WS401/42CCV-626
CLOSER:ALLEGION LCN 1460 SERIES. PARALLEL ARM PUSH SIDE MOUNTING. FULL COVER. FINISH: STD .
GASKETING:PEMKO S88. COLOR TO BE DETERMINED (TO BE SELECTED BY ARCHITECT).
DOOR BOTTOM:PEMKO 411APKL AUTOMATIC DOOR BOTTOM.
HARDWARE SET 3
HINGES :STANLEY 5 KNUCKLE CB FULL MORTISE HINGE: CB191. FINISH: 32D (SATIN STAINLESS STEEL).
LATCH SET:BEST ACCESS SYSTEMS CYLINDRICAL LOCK, PASSAGE FUNCTION: 9K-3-0-N-16-C-STK-626
WALL STOP:ALLEGION IVES WS401/42CCV-626
CLOSER:ALLEGION LCN 1460 SERIES. PARALLEL ARM PUSH SIDE MOUNTING. FULL COVER. FINISH: STD .
GASKETING:PEMKO S88. COLOR TO BE DETERMINED (TO BE SELECTED BY ARCHITECT).
DOOR BOTTOM:PEMKO 411APKL AUTOMATIC DOOR B
HARDWARE SET 4:
HINGES :STANLEY 5 KNUCKLE CB FULL MORTISE HINGE: CB191 FINISH: 32D (SATIN STAINLESS STEEL).
LATCH SET:BEST ACCESS SYSTEMS CYLINDRICAL LOCK, PASSAGE FUNCTION: 9K-3-0-N-16-C-STK-626
FLOOR STOP:ALLEGION IVES FS436. FINISH: ALUMINUM WITH GRAY BUMPER.
SET 2
SET 3
SET 4
SET 5
HARDWARE SET 5:
HINGES :STANLEY 5 KNUCKLE CB FULL MORTISE HINGE: CB191 FINISH: 32D (SATIN STAINLESS STEEL).
LATCH SET:BEST ACCESS SYSTEMS CYLINDRICAL LOCK, PASSAGE FUNCTION: 9K-3-0-N-16-C-STK-626
WALL STOP:ALLEGION IVES WS401/42CCV-626
WINDOW COVERINGS SCHEDULE
LOCATIONREV COMMENTSWINDOW COVERING TYPE OPERATION COLOR/FINISH
MANUAL SEE NOTESSOLAR SCREEN ROLL SHADE
OFFICE 2, BOTH EXTERIOR WINDOWS MANUAL
MANUFACTURER & MODEL
MECHO SYSTEMS MECHO/5 OR EQUIVALENT
NOTES:
SOLAR SHADES:SHALL BE MECHOSYSTEMS EUROVEIL, OR APPROVED EQUIVALENT, SILVER BIRCH (VERIFY), 10% OPEN. SUBMIT COLOR OPTIONS TO ARCHITECT FOR FINAL SELECTION PRIOR TO ORDERING.
STAINLESS STEEL CHAINS. WALL MOUNT WITH ALUMINUM FASCIA.
WOOD BLINDS:PAINTED FINISH TO MATCH WALL COLOR.
SEE NOTES
STAIR
SOLAR SCREEN ROLL SHADE MECHO SYSTEMS MECHO/5 OR EQUIVALENT
ENTRY HALL, INTERIOR WINDOW MANUAL SEE NOTESWOOD BLINDS HUNTER DOUGLAS, PARKLAND OR EQUIVALENT BASSWOOD, 1 3/8" SLATS
1-HR FIRE RATED DOOR & FRAME
COLOR TO BE CONFIRMED
NOTES:
1. ALL BUILT-UP EDGES AND CORNERS SHALL BE MITERED.
2. EASED EDGES SHALL BE NO MORE THAN 1/32" RADIUS.
3. COUNTERTOPS SHALL NOT OVERHANGE UNDERMOUNT SINKS BY MORE THAN 1/8".
APPLIANCE & EQUIPMENT SCHEDULE
REV LOCATION MANUFACTURER MODEL #FINISH/COLOR COMMENTSITEM
UNDERCOUNTER REFRIGERATOR BRIDGE AL54SSHW STAINLESS STEELSUMMIT APPLIANCE
NOTES:
1.
PLASTIC LAMINATE
CARPET RB GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACT - -OFFICE 1
CARPET RB GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACT - -
STEEL
STEEL
STEEL
STEEL
SEE NOTE A BELOW.
SEE NOTE B BELOW.
NOT USED
GWB PAINT
GWB PAINT
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
Sheet number:
Sheet title:
Project:
Print Date:Drawn By:
LM & MT12/18/19
© 2019 Menendez Architects P.C.
Issue:Date:
BID/PERMIT 06/12/19
Revision:Date:
#:
Building Dept.:
A-601
SCHEDULES
EAGLE COUNTY
CORONER OFFICE REMODEL
VE REVISIONS 12/18/19
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
STEEL WIDE FLANGE COLUMNMOMENT CONNECTIONSTEEL PIPE COLUMNEDGE OF PLYWOOD SHEATHINGBEAM FRAMING MEMBERWOOD FRAME BEARING WALL BELOWOVERFRAME AREAFLOOR ELEVATION TRANSITION( )T.O.S.TOP OF STEEL ELEVTOP OF SLAB ELEVATIONTOP OF TIMBER (WALL PLATES OR BEAM NAILER)[ ]TUBE STEEL COLUMNSTEEL BUCKET FOR TIMBER BEAMHANGER FOR TIMBER MEMBERTOP OF FOOTING ELEVATIONT.O.F.TOP OF WALL ELEVATIONT.O.W.TOP OF PLYWOOD ELEVATIONT.O. PLY.SHEAR PANELING2X6 @ 16 EXT / 2X4 @ 16 INT U.N.O.UP(U)DOWN(D)THROUGH(T)(E)EXISTING(N)NEWU.N.O.UNLESS NOTED OTHERWISEWOOD FRAME BEARING WALL ABOVE2X6 @ 16 EXT / 2X4 @ 16 INT U.N.O.UNDERFRAME AREATOP OF WALL STEPS1.1S2.1S2.3C.J.CONTROL JOINTCRIPPLE POST WITHIN FRAMING LEVEL (3) - 2x6 U.N.O.V.I.F.VERIFY IN FIELDADHESIVEADH.FACE OF STUDF.O.S.SWSHEAR WALL (IBC 2305.3)ABOVEABV.CLEARCLR.BUILT-UP POST OR MULTIPLE STUD PACK UP (SEE ABOVE)STEEL FRAMING MEMBERSTEEL TO STEEL SHEAR CONNECTIONBOTTOM OF GRADE BEAM STEP(CONVENTIONAL SHEAR WALL SHEATHING)S2.2BUILT-UP POST DOWN. WHERE SHOWN ISOLATED USE(3) 2X6 MIN AT ROOF PLAN, (4) 2X6 MIN AT MAIN FLOOR &(5) 2X6 MIN AT BASEMENT LEVEL U.N.O.MULTIPLE STUD PACK DOWN. USE (3) 2X6 MIN AT ROOFPLAN, (4) 2X6 MIN AT MAIN FLOOR & (5) 2X6 MIN ATLOWER LEVEL U.N.O.. WHERE SHOWN AT JAMBS, USEDBL 2X6 KING & DBL 2X6 TRIMMER U.N.O.BUILT
-UPMULTIPLE STUD PACK ORBUILT-UP POST UP AND DOWN (SEE ABOVE)GENERAL NOTES, LEGEND & SHEET INDEXEXISTING & PROPOSED FOUNDATION PLANS & DETAILSPROPOSED SECOND FLOOR & CEILING PLANS & DETAILSFRAMING DETAILSTIMBER PRODUCTS1. All studs for walls up to 12' height shall be DF or HF No. 1 Grade. Studs for walls exceeding 12' height shallTimberstrand 1.3E or LVL as noted on plan. Dimensional lumber joists shall be DF No. 1 of HF Select Structural.Plates shall be DF or HF No. 1. Doubled top plates shall be lapped a minimum of 6 feet and the lap face nailedW/ (12) 16d or spliced W/ MSTA36 or CS14 straps U.N.O.2. Laminated Veneer Lumber (LVL) shall be Microllam 1.9E with flexural stress Fb = 2,600 psi or approved equal.When multiple LVL's are called out, use typical nailing and bolting as follows unless noted otherwise: 2 LVL's use2 rows of 16d sinkers @ 12" O.C.; 3 LVL's use 3 rows of 16d sinkers @ 12" O.C.; 4 LVL's use ½" Dia throughbolts 2 rows @ 12" O.C. staggered.3. Laminated Strand Lumber (LSL) shall be Timberstrand 1.3E with flexural stress Fb=1,700 psi or approved equal.4. Plywood and Oriented Strand Board. Flooring shall be 23/32" 48/24 rated T&G Plywood glued at joints and joistsand nailed w/ 10d (x 2 1/4) at 6-12 U.N.O. Wood structural shear wall paneling where required shall be 7/16"Sheathing grade structural use panels oriented vertically or horizontally and nailed with 8d @ 4-12, all edgesblocked (flat or vertical blocking OK) U.N.O.5. Headers shall be (2) 9 1/2" LVL U.N.O. Headers shall bear on double trimmer and double king stud U.N.O.Headers shall be end nailed through first king stud with 16d @ 2" O.C. at each lamination. Double King Studsshall be face nailed to each other W/ (2) rows 16d @ 8" O.C. Trimmers shall be face nailed into king studs W/ (2)rows 16d @ 12" O.C. EA ply.6. Joists shall be glued and nailed to hangers.7. Provide solid blocking (rim, 2X, or LVL) in floor framing between upper load bearing wall bottom plate and lowerwall top plate when these run perpendicular to floor joists to prevent crushing of joists where load bearing wallalso occurs below.8. Provide double joist or perpendicular blocking at 24" o.c. minimum below non-load bearing partitions runningparallel to floor joists.9. Provide blocking between joists over all interior load bearing walls and beams and at 8 foot max centers alongjoist spans.10. Provide blocking within floor and roof systems in conformance with IBC requirements and crush blocking belowposts within floor systems or at floor edges for continuous bearing to foundations or support beams/posts below.11. Unless noted otherwise, minimum nailing shall be in accordance with IBC Table 2304.9.1 - Fastening Schedule.12. Steel connectors shall be manufactured by Simpson Company or approved equal. Unless noted otherwise,hangers to join rafters, joists or beams at flush conditions shall be U or HU designation of the full dimension of theframing member.13. Isolated post base connections shall be made with Simpson ABW series post bases unless detailed otherwise.Posts or stud packs within wall framing may bear directly on the wall bottom plate.14. The plies of multiple 2x stud packs shall be face nailed with 2 rows 16d nails @ 12" O.C. at each ply.15. The plies of built-up 2x columns shall be attached together as follows:·3 ply columns shall be nailed together with 2 rows of 16d nails @ 12" o.c. staggered ( 6" total vertical spacingeach face) starting 1" from the edge of the column on both faces of the column and staggered·4 ply columns shall be screwed with 2 rows of SDS 1/4x6 @ 16" staggered (8" vertical spacing each face) starting1 1/2" from edge of column on both faces of the column and staggered·5 ply and 6 ply columns shall be through bolted with (2) rows 1/2" bolts at 8" o.c. (4" total vertical spacing) starting1 1/2" from edge of column.·Alternatively, a solid LSL or PSL post of equivalent cross sectional area to the built-up post may be provided.FOUNDATIONS & CONCRETE1. Foundations have been designed using the values stated under the "General" section opposite. These values are tobe confirmed by a Geotechnical Engineer to be retained by the Owner and scheduled by the General Contractor.Note the Subsoils Study prepared by HP Geotech dated January 21, 2016 (Job No. 115-587A) for the originalconstruction. Those original recommendations are not specific to this work for bearing on slab subgrade preparedduring original construction. The Contractor shall notify a representative of the Geotechnical Engineer as early aspracticable at the start of work and upon initial excavation in order to view the excavated conditions and confirm thereferenced values or prepare updated recommendations. If findings differ from the originally anticipatedconditions/values and/or design modifications are required, the Engineer shall be promptly notified in order that anyrevisions may be made prior to proceeding with construction. All construction shall be in conformance with therecommendations of the soils report.2. Any verification of existing conditions required on the drawings is to be performed at the start of construction. TheEngineer shall be notified of confirmation of the required verification items or discrepancies therein in a timely fashionin order that the modifications may be made appropriately.3. The main floor slab-on-grade is non-structural and supports non-load bearing partitions which are necessarilyattached to load bearing partitions and posts where these elements intersect. Over the life of the structure, theslab-on-grade will move slightly relative to the load bearing foundation system which are part of the original buildingshell as well as new foundations placed on the slab subgrade as part of this work. It is anticipated that there will besome cracks in finishes to maintain over the life of the structure and some re-leveling to be accomplished due todifferential settlement. If this is not acceptable to the Owner, the Engineer should be contacted to revise thefoundation design to a deep foundation system or to subgrade compatible with the original building foundationelements.4. Footing elevations referenced herein are for reference only; final elevations to be determined by field conditions andGeotechnical Engineer determinations.5. Backfill shall be compacted to a minimum of 95% standard proctor density against the sides of footings and instructural or paved areas. Backfill shall be compacted to a minimum of 90% standard proctor density in landscapedareas.6. Prior to placement of structural reinforcement, the bottom of excavation shall be viewed by the GeotechnicalEngineer to certify adequacy of subgrade for placement of concrete.7. All footings shall be placed on compacted fill to be certified by the Geotechnial Engineer for the bearing valuesreferenced.8. Concrete compressive strength (F'c) at 28 days shall be 4,000 psi. Aggregate shall conform to the requirements ofASTM C-33. Maximum Water/Cement Ration shall be 0.45. Maximum fly ash content in cementitious material shallbe 20%. Maximum slump at the truck discharge point shall be 6". Air content shall be in accordance with localindustry standard practice.9. Non-Shrink grout shall be Rapid Set, Masterflow # 928, or equal meeting ASTM C-1107 with prior approval of theengineer.10. Adhesive anchors shall be Simpson Set XP, Hilti HY200, Ramset/Red Head Epcon A7, or Power Fast. These shallbe of the depth indicated and shall be installed in accordance with the manufacturer specifications.11. Expansion Anchors shall be Hilti Kwik Bolt II, Simpson Wedge-All, Ramset/Red Head Trubolt, or Power Stud. Theseshall be of the depth indicated and shall be installed in accordance with the manufacturer specifications.12. Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Yield strength (Fy) shall be60 ksi. Welded wire reinforcement shall conform to ASTM A-185 and shall be lapped a minimum of one full mesh atends and sides and tied together.13. All bars and embedded items must be secure prior to placement of concrete; placement of any items during the pouris not permitted without prior approval of the Engineer.14. Unless noted otherwise, clear distance to reinforcement for placement against earth shall be 3" and clear distance toreinforcement for placement against forms shall be 2" for bars #6 and greater and 1-1/2" for bars #5 and smaller.15. Splices in reinforcement shall not be made unless otherwise detailed herein or previously approved on the fabricationdrawings. Unless noted otherwise or prohibited, lap length of reinforcement steel shall be 40 db (bar diameters).Continuous reinforcement in beams and walls shall be spliced at midspan for top bars and over supports for bottombars.16. At sawcut edges or cold joints, unless specifically detailed otherwise, apply bonding agent. Use Dayton SuperiorPVA Bonding Agent J41 or equivalent with prior approval.GENERAL NOTESLEGEND ANDSHEET INDEXAS NOTED12/13/19 Bid/Permit12/13/19S1.1These documents are intendedfor the exclusive use of theproject specified below. Theuse of these documents for anyother purpose is not authorized.Written authorization fromGlenwood Structural and Civilmust be obtained for any otheruse. This document is to beused within one year of the dateof preparation. Use after thatperiod is not authorized.Date DescriptionScale:Job NumberDesigner/DrafterEngineerDate19574AG/KKAGSTRUCTURAL & CIVIL, INC.E N G I N E E R S I C O N S T R U C T O R SG L E N W O O D812 Pitkin Avenue, Glenwood Springs CO 81601gsc@sopris.net I 970-928-0135EAGLE COUNTYCORONER OFFICEREMODELGENERAL1. DESIGN CRITERIA:a. Code: 2015 IBCb. ASCE 7 Building Occupancy Risk Category IIc. Design Roof Snow Load N/Ad. Office Floor Live Loads 50 psfe. Corridor Live Loads above first floor 80 psff. Stairs Live Loads 100 psfg. Ceiling Live 250 lb concentrated construction load per ASCE 37-02 and 20 psf uniform non-concurrenth. Seismic Design Category "B", Site Class "D", Basic Seismic Force Resisting System per ASCE 7 Table 12.2-1 istype A-15; Ie = 1.0; Ss = 0.303g, S1 = 0.079g, Sds = 0.314g, Sd1 = 0.127g, R = 6.5, Cs = 0.048, V = 1.4ki. Wind N/Aj. Allowable soil bearing 1,500 psf2. Work shall be performed in accordance with regulations of all agencies having jurisdiction, including, but not limitedto: Federal, State, County, and OSHA standards.3. Dimensional information provided is only for general reference for interpretation of the structural design.Dimensional information is not intended to be relied upon for construction or fabrication. The Contractor shallindependently arrive at all horizontal and vertical dimensioning, coordinate all dimensions with those providedamong these documents and with the Architectural, verify all field conditions and site grades, and communicate anysignificant discrepancies to the Engineer. Any discrepancies encountered that may affect the work shall becommunicated to the Engineer at the earliest prior to proceeding with any work that may be affected.4. The Contractor is responsible for all bracing and shoring for vertical/wind/seismic/soil retention loads, shoring andprotection of adjacent property, temporary construction, and means that may be required to carry out the work safelyand appropriately. Field observations by the Engineer shall not encompass these considerations.5. Questions to the Engineer regarding these documents shall be addressed through the General Contractor orArchitect. Subcontractor questions shall be addressed by or with the General Contractor.6. Shop drawings shall be reviewed in detail for quality and conformance to the construction documents by the GeneralContractor prior to submittal to the Engineer. Any deviations or requested substitutions from the constructiondocuments must be clearly identified in the submittal. Drawings with obvious deficiencies or unidentified deviationsfrom the construction documents will be returned to the General Contractor for proper review prior to the Engineer'sreview. Allow two weeks turnaround time for the Engineer's review of shop drawings. Shop drawings shall besubmitted, at a minimum, for the following:·Concrete Mix Design7. Where discrepancies may be encountered in the construction documents, the more stringent requirement shallgovern unless otherwise clarified by the Engineer.8. Special lnspections are not required due to work of minor nature or as warranted by conditions in the jurisdiction perIBC Section 1704.2 pending approval from the Building Official.9. Engineer's acceptance must be secured in advance for all structural deviations or substitutions.10. These documents are intended to complement the Architectural documents and shall not be used independentlythereof.EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
UP1S2.12S2.1100'-0"T.O.S.100'-0"T.O.S.101'-0"T.O.W.101'-0"T.O.W.
99'-2"
T.O.W.
99'-2"
T.O.W.
101'-0"
T.O.W.101'-0"T.O.W.101'-0"
T.O.W.
99'-2"
T.O.W.
99'-2"
T.O.W.
101'-0"
T.O.W.6S2.15S2.1(TYP.)4S2.1(TYP.)3S2.1ADCBCC6'-0"(E) FOOTING(TYP.)3'-2"ABCDTHK REINFSIZEFOOTING SCHEDULE4'-0" SQ10" 4-#4 EA WAY BOT.3'-0" SQ10" 3-#4 EA WAY BOT.10"2'-0" SQ10" 2-#4 EA WAY BOT.1'-6"WIDECONTINUOUS2-#4 LONGITUDINAL8S2.1NOTE: Footings as designed are to bear on compacted fill slabsubgrade placed during original construction. Geotechnicalengineer to verify condition and confirm adequacy for statedbearing values. Some settlement/distress is anticipated due tothis condition and some repairs/shimming should be anticipatedduring the life of the structure. If this is not acceptable to theOwner, the Engineer should be contacted to re-design on deepfoundations or spread footings down into native grade.6S2.17S2.12'-4"10'-6"
5'-0"USE (2) 1/2"EXPANSIONANCHORS @BOTTOM PLATETHIS WALLSECTION5/8
"
ROD
6
"
EMBED
IN
ADHES
IVE
HTT4HOLDOWNATTACHED TOWALL CORNERFRAMING
TH
ISLOCATION
ON
LYC9S2.1Footing
thickness
per plan or
schedule
Footingdimensionsper plan orscheduleT.O.S. per lanT.O.F. per planPlace footing on properlycompacted & testedbackfill verified bygeotechnical engineerFooting
thickness
per plan or
schedule
Footing dimensionsper plan or scheduleApply bond breakerat top of footingIsolation jointat edge of diamondTimber post per plan w/Simpson ABU88Z post basew/ (2) 5/8" expansionanchor (4" min. embedment)(shim as required)12" ± square conc. pedestalw/ (4) #3 dowels into footingPer PlanT.O.F.Place footing on properlycompacted & testedbackfill verified bygeotechnical engineerSCALE: = 1'-0"ISOLATEDWOOD POST @ SHALLOW PAD3S2.13/4"Footingreinforcementper plan or scheduleSCALE: = 1'-0"WALL BEARING@ CONTINUOUS FOOTING4S2.13/4"Footingreinforcementper plan or schedule# 4 dowels into 4" min.adhesive @ 12"O.C.# 4 continuous bars tomatch dowel locations@ edgesPour slab backover footingJoint sawcut - applybonding agent(N) wall framingper generalnotes1/2" expansion anchors48"O.C. w/ 4" min.embed or 0.145"Ø PAF1" min. penetration@16" O.C.#4 x20" Dowels into 4"min. adhesive @16"O.C. each side(E) Slab-on-grade(E) Slab-on-grade(E) Slab-on-grade1/2" expansion anchors48"O.C. w/ 2 1/2" min. embedor 0.145"Ø PAF 1" min.penetration @ 16" O.C.(N) Wall framing pergeneral notes6" (V.I.F.)SCALE: = 1'-0"WALL BEARING@ EXISTING SLAB-ON-GRADE5S2.11"(E) Slab-on-grade(E) Foundation wall(N) 9 1/2" LVL ledger w/3/4" expansion anchors 5"min. embed @ 12"O.C.staggered - Okay tocounter sink3" Min.16d @ 6"O.C. staggeredsill plate to ledger1'-0"(V.I.F.)(E) PEMB channelsSCALE: = 1'-0"WALL BEARING @LEDGER6S2.11"4"4"3"2 1/2"4"1'-0"(V.I.F.)9" min.(V.I.F.)℄ PostDouble LVL ledger per6/S2.1(6) 3/4" expansionanchors 5" min. embedSolid Versa-Lam postper planSCALE: = 1'-0"POST BEARING @ END OF LEDGER7S2.11"(E) Fire rated wall(E) 6" slab-on-grade(E) 4" rigid insulation(V.I.F.)(E) 18"x10" continuousgrade beam w/ 2) #4 xcont. bottom (V.I.F.)Wall framing @future condition w/office use aboveSCALE: = 1'-0"WALL BEARING @ FIRE WALL8S2.11"Footingthicknessper plan orscheduleFootingdimensionsper plan orscheduleT.O.S. per lanT.O.F. per planPlace footing on properlycompacted & testedbackfill verified bygeotechnical engineerSCALE: = 1'-0"WALL BEARING ADJACENT TO(E) PARTITION TO REMAIN9S2.13/4"Footingreinforcementper plan or scheduleJoint sawcut - applybonding agent(N) wall framingper generalnotes1/2" expansion anchors48"O.C. w/ 4" min.embed or 0.145"Ø PAF1" min. penetration@16" O.C.#4 x12" Dowels into 4"min. adhesive @16"O.C. each side(E) Slab-on-grade(E) Steel Stud partitionto remainEQEQThese documents are intendedfor the exclusive use of theproject specified below. Theuse of these documents for anyother purpose is not authorized.Written authorization fromGlenwood Structural and Civilmust be obtained for any otheruse. This document is to beused within one year of the dateof preparation. Use after thatperiod is not authorized.Date DescriptionScale:Job NumberDesigner/DrafterEngineerDate19574AG/KKAGSTRUCTURAL & CIVIL, INC.E N G I N E E R S I C O N S T R U C T O R SG L E N W O O D812 Pitkin Avenue, Glenwood Springs CO 81601gsc@sopris.net I 970-928-0135EAGLE COUNTYCORONER OFFICEREMODELEXISTING & PROPOSEDFOUNDATION PLANS & DETAILSAS NOTED12/13/19 Bid/Permit12/13/19S2.1EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
111'-1 3/4"T.O.PLY.PLATE STEP1S2.2109'-10 5/8"T.O.PLY.9 12"LVL2S2.2(E) RIDGE FRAME LINE
(E) RIDGE FRAME LINE
5S2.2SIM.5S2.25S2.2SIM.6S2.23S2.24S2.24S2.37S2.21S2.310S2.29S2.2(TYP)7S2.2(2) 9 1/2" LVL(N) 11 7/8" TJI 210 @ 16"O.C. (TYP.)3 1/2"X7" SOLIDVERSA-LAMPOST (D) W/ACE4(4) 11 7/8" LVL CONTINUOUS W/ (2) ROWS
1/2" THRU-BOLTS @ 12"O.C. STAGGERED 7" SQUARE SOLIDVERSA-LAMPOST (D) W/CCQ7.1-4SDS2.5(2) 11 7/8" LVL(2) 11 7/8" LVL CONTINUOUS
OVER FULL LENGTH OF WALL DOUBLE LVL CONTINUOUSSTRINGERS @ 16"O.C. 6" MINDEPTH BELOW TREAD CUTS(E) ZEE PURLIN @ ~48"O.C.8S2.2(TYP.)HUS412IUS2.06/11.88LUS26DSC2 DRAGSTRUTCONNECTOR TOPOF WALL TO SIDEOF BEAM9 1/2" LVL1 3/4"X9 1/2" LSLSTRINGERS @16"O.C.9 1/2"TJI 21016"O.C.IUS2.06/9.5HU9U410UPSIDE-DOWN(2) 9 1/2" LVL3S2.32S2.3SIM.LOW WALL 2S2.31S2.3SIM. @STAIRSLVL LEDGERHUSC410 UPSIDE-DOWNTO LVL LEDGERCS14 HORIZONTAL STRAPSPLICE SIDE OF DOUBLELVL TO WALL FULLLENGTHSHEAR PANEL THIS WALLSEGMENT W/ 7/16" OSBRATED SHEATHING &8D@ 4-12 (EDGESBLOCKED) - MIN. WALLLENGTH 3'-0 SEE ALSOFOUNDATION PLAN FORHOLDOWN & ANCHORBOLTS(2) 2X6 MIN. HEADERHU7 OR (4)16D ENDNAILSINTO EACHSTRINGERSLOW WALL
LUS26(N) 2X6 @ 16"O.C.
CEILING JOIST
LUS24(N) 2X6 @ 24"O.C.
MAX SPACING
CEILING JOIST
(N) 2X6 LEDGER W/ (3)1/4" SMS TO EACHSTUD @ 16"O.C.SHADED AREAINDICATES CEILINGFRAMING ONLY-NOTTO BE USED FORSTORAGE OF ANYKIND[110'-1 1/8"]SCALE: = 1'-0"BEAM BEARING @ PONY WALL10S2.21"SCALE: = 1'-0"FLOOR JOISTS PERPENDICULAR TO WALL3S2.21"T.O.Ply.Per PlanFloor diaphragm boundarynailing (10d@6")Floor sheathing & nailingper plan or general notes(2) rows 16d @ 6"O.C.sill plate to LVL beamLVL beamcontinuousover wallSCALE: = 1'-0"FLOOR JOISTS PERPENDICULAR TO WALL4S2.21"T.O.Ply.Per PlanA35 clip each block totop plate (Future)1 3/4" LSL rim continuouscheck plan & shear wallschedule for double rimconditionsFace mount hangerPlywood floor sheathing -notch around strap @32"O.C.I-joist & hangerper planSCALE: = 1'-0"FLOOR JOISTS PERPENDICULAR TO BEAM5S2.21"SCALE: = 1'-0"FLOOR EDGE@ BRIDGE PARALLEL TO BEAM6S2.21"Floor sheathing & nailingper plan or general notesFloor diaphragm boundarynailing (10d@6")16d @ 6"O.C. sillplate to top plateI-joist per plan(2) rows 16d @6"O.C. staggeredsill plate to beamPer PlanT.O.Ply.Per PlanT.O.Beam2x6@ 16"O.C.pony wallDouble top plateper general notesDouble top plateper general notes(Future)Double top plateper general notes2x framing Re: planDeep leg deflection track 4"vert. legs 97 Mil 50ksi w/ (2)rows #12 SMS @ 12"O.C. tobottom of purlinSCALE: = 1'-0"TOP OF WALL "Z" CLIP CONNECTIONPURLINS PERPENDICULAR TO WALL9S2.21"2 1/2"1'-0"℄ BlockingZee purlinper PEMB2 1/2" Gap 2x framingDeep track(E) Zee purlinDry wall - hold screws 2 1/2" downfrom lower edge of slip trackBuildinginsulationZee purlin (Typ.)362T125-33 @ 3 5/8" wall thicknessw/ #10 SMS to each stud frameDeep leg deflection track- 4" vert. legs68mil 50ksi w/ (3) #10 SMS @ 16"O.C.to bottom of track2x stud perplan2 1/2" Gap 362S137-33 @ 16"O.C.w/ (2) #10 SMS top &bottom -align w/ studsDry wall - hold screws 2 1/2" downfrom lower edge of slip track600S137-33@ 16"O.C. w/ (2) #10 SMS to eachZee - coordinate w/ architectural tolocate over suspended ceiling sideof partition - (2) span min. as shownSCALE: = 1'-0"TOP OF WALL "Z" CLIP CONNECTIONPURLINS PARALLEL TO WALL8S2.21"2x6 rim or end joistFloor joists, sheathing& nailing per plan &general notes16d Toenails @6"O.C.Blocking (2) fullbays @ 48"O.C.Joists per planSCALE: = 1'-0"JOISTS BEARING PARALLEL7S2.21"Floor diaphragmboundary nailing10d @ 6 U.N.O.Joist & hangerper plan(4) 1/4" SMS thruLSL rim into eachstud @ 16"O.C.Multiple LVL floorbeam & boltingper planDouble 2x4 topplate - staggerlaps 6'-0" min.2x4 cripple wallstuds @16"O.C.Simpson CS14 straparound (2) outer pliesof LVL beam @32"O.C. w/ 30" lapeach side of post - fillalternate holes w/ 8d48" max Re: Arch.Plywood floor sheathing -notch around strap @32"O.C.Double 2x4 topplate - staggerlaps 6'-0" min.2x4 cripple wallstuds @16"O.C.Simpson CS14 strapLVL beams @32"O.C. w/ 30" lapeach side of post - fillalternate holes w/ 8d48" max Re: Arch.I-joist per plan(2) bay full depthblocking @ 32"O.C.Multiple LVLfloor beam &bolting per plan16D Toenails@ 6"O.C.LTS18 @ 16"O.C. face ofstud to side of double LVL(E) Party wall framing- 3 5/8" 20 gagedrywall studs @16"O.C.7/16" OSB shear wallpaneling w/ 8d @ 4-12(edges blocked)LVL header &cripple postbeyondBeam per planLanding header &hanger beyondTension strap toadjacent wall - Re: plan(2) Rows 16d@16"O.C.(2) Rows 16d@16"O.C.Re: 5/S2.2 for guardrailstud strapping2x4 cripple wallstuds @ 16"O.C.Wall framing @future condition w/office use aboveJoist per planThese documents are intendedfor the exclusive use of theproject specified below. Theuse of these documents for anyother purpose is not authorized.Written authorization fromGlenwood Structural and Civilmust be obtained for any otheruse. This document is to beused within one year of the dateof preparation. Use after thatperiod is not authorized.Date DescriptionScale:Job NumberDesigner/DrafterEngineerDate19574AG/KKAGSTRUCTURAL & CIVIL, INC.E N G I N E E R S I C O N S T R U C T O R SG L E N W O O D812 Pitkin Avenue, Glenwood Springs CO 81601gsc@sopris.net I 970-928-0135EAGLE COUNTYCORONER OFFICEREMODELPROPOSEDSECOND FLOOR& CEILINGPLANS & DETALSAS NOTED12/13/19 Bid/Permit12/13/19S2.2EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
(E) Party wall framing1 3/4" LVL rim continuousfull depth @ edges offloor w/ (2) 1/4" SMS toeach stud @ 16"O.C. &(4) 1/4" SMS @ end neardouble LVL beamJoist per planSCALE: = 1'-0"FLOOR EDGE @ PARTY WALL1S2.31"I-joist & hangerper planLVL Headerper planFloor sheathing& nailing pergeneral notesUpside-down hangerper plan6"
m
i
n
.Double LVL stringer perplan cantilevered overpartition to support landingSimpson VPA4variable ATCHconnectorSCALE: = 1'-0"CANTILEVER STAIR STRINGER2S2.31"SCALE: = 1'-0"BEAM TO WALL TENSION SPLICE3S2.31"Run continuous strapover 2x6 verticalblocking full length ofwall - install belowdrywallLVL beam per planCS14 Tension straptie w/ 16" lap tobeam all holes filledOSB Shear panelingper planPortion of (E) steelstud wall to remain(N) 2x4 stud wall w/(2) 2x4 stackingbelow each stringerGyp. sheathingRe: Arch. fire ratedassemblySCALE: = 1'-0"FLOOR JOISTS PERPENDICULAR TO WALL4S2.31"T.O.Ply.Per PlanFloor diaphragm boundarynailing (10d@6")Floor sheathing & nailingper plan or general notesA35 clip each block totop plate16d @ 6"O.C. sill plate toLSL rim UNO on shearwall schedule1 3/4" LSL rim continuouscheck plan & shear wallschedule for double rimconditionsFace mount hangerDouble top plateper general notes(4) 1/4" SMS thruLSL rim into eachstud @ 16"O.C.(E) Party wall framing- 3 5/8" 20 gagedrywall nail studs @16"O.C.These documents are intendedfor the exclusive use of theproject specified below. Theuse of these documents for anyother purpose is not authorized.Written authorization fromGlenwood Structural and Civilmust be obtained for any otheruse. This document is to beused within one year of the dateof preparation. Use after thatperiod is not authorized.Date DescriptionScale:Job NumberDesigner/DrafterEngineerDate19574AG/KKAGSTRUCTURAL & CIVIL, INC.E N G I N E E R S I C O N S T R U C T O R SG L E N W O O D812 Pitkin Avenue, Glenwood Springs CO 81601gsc@sopris.net I 970-928-0135EAGLE COUNTYCORONER OFFICEREMODELFRAMING DETAILSAS NOTED12/13/19 Bid/Permit12/13/19S2.3EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
RADIANT FLOOR SUPPLYRADIANT FLOOR RETURNNOTE: ALL SYMBOLS SHOWN ON LEGENDARE NOT NECESSARILY USED.CHILLED WATER RETURNCHILLED WATER SUPPLYHEATING WATER RETURNHEATING WATER SUPPLYMECHANICAL LEGENDMEDIUM PRESSURE NATURAL GASSNOWMELT RETURNSNOWMELT SUPPLYGASHWSTABHWRCWSCWRSMSSMRRFSRFRGMPGPIPE RISERPIPE DROPPIPE TAKEOFF (FROM BOTTOM OF MAIN)PIPE TAKEOFF (FROM TOP OF MAIN)PIP END CAPPIPE CONTINUATIONPIPE EXPANSION GUIDEPIPE UNIONPIPE ANCHORFLEXIBLE PIPE CONNECTIONPIPE EXPANSION JOINTPOINT OF NEW CONNECTIONAIR VENTPLUG VALVECHECK VALVEBALL VALVEBALANCING VALVEBUTTERFLY VALVEPRESSURE REDUCING VALVESTRAINERPRESSURE - TEMP. TAPPRESSURE GAUGE2-WAY CONTROL VALVE3-WAY CONTROL VALVESUPPLY GRILLERETURN GRILLEEXHAUST AIRSUPPLY AIRRETURN AIROUTDOOR AIRSUPPLY AIR DAMPERRETURN AIR DAMPERSUPPLY DIFFUSEROARASAEARADSADSGRGSDRETURN DIFFUSERRDTRANSFER GRILLETGTRANSFER DIFFUSERTDTHERMOSTATFIRE/SMOKE DAMPERFIRE DAMPERMOTOR OPERATED DAMPER (MOD)MANUAL BALANCING DAMPERTURNING VANES IN 90° ELBOW??x??DUCT SIZES ARE NET FREE AREA1ST NO. IS DUCT WIDTH.2ND NO. IS DUCT DEPTH.SECTION THRU SUPPLY AIR DUCTSECTION THRU RETURN/EXHAUST AIR DUCTSUPPLY DUCT TURN DOWNRETURN/EXHAUST DUCT TURN DOWNCHANGE OF ELEVATIONFLEXIBLE DUCT CONNECTIONR/D(D) DROP (R) RISESENSOR (CALL OUT ON DRAWINGS)SUPPLY REGISTER/DIFFUSER/LOUVERNECK SIZECFM-SRETURN REGISTER/DIFFUSER/LOUVERNECK SIZECFM-ROUTSIDE AIR REGISTER/DIFFUSER/LOUVERNECK SIZECFM-O.A.EXHAUST REGISTER/DIFFUSER/LOUVERNECK SIZECFM-EUDOOR UNDERCUT CFM(A) SECTION CUT LINE(B) SHEET SHOWN ONSSECTION THRU ROUND DUCTROUND DUCT TURN DOWN4-WAY CONTROL VALVEFLOW REGULATOR VALVEDIFFERENTIAL BYPASS VALVENATURAL GAS PRESSURE REGULATORTHERMOMETERM MECHANICAL SPECIFICATIONS:1. GENERAL:a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT ANDFACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE ANDINSTALL ALL WORK NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN.b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TOMAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS AREMENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUTWHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM,EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONEDHEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEINGINSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS.2. WORKMANSHIP:a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKEMANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNERAND ARCHITECT.3. MATERIALS:a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIRRESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE ANDQUALITY SPECIFIED.4. SITE INSPECTION:a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OFHIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKINGCONDITIONS & EXACT NATURE OF THE WORK.b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FORFURNISHING A COMPLETE AND FUNCTIONAL SYSTEM.c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOWEXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TOTHOROUGHLY MAKE THE EXAMINATION.5. CODES AND PERMITS:a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TOTHE 2015 INTERNATIONAL MECHANICAL CODE (IMC), 2015 INTERNATIONALENERGY CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETEDBY THE EAGLE COUNTY BUILDING DEPARTMENT.b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS.c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTEDTO THE ARCHITECT.6. AS-BUILTS:a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTSWITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THEPROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT.7. GUARANTEE:a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR ANDMATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP ANDMATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION.8. SUBMITTALS:a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES (WITHALL OPTIONS CLEARLY MARKED) SHALL BE SUBMITTED TO THE ARCHITECTFOR REVIEW (SIX COPIES OF EACH). ELECTRONIC SUBMITTALSPREFERRED. PERFORMANCE SELECTIONS REQUIRED FOR FURNACES ANDCOOLING COILS.9. COORDINATION:a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE.b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TOPROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC.10. CUTTING AND PATCHING:a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OREXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK.b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT.c. X-RAY SLABS PRIOR TO CORING.11. CLEANUP:a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTORSHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRISINCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN ANDORDERLY.12. MECHANICAL IDENTIFICATIONa. EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED,FOR PERMANENT ATTACHMENT ON EQUIPMENT.b. PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATINGSERVICE, AND SHOWING DIRECTION OF FLOW.c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPINGSYSTEM ABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME.PROVIDE 5/32" HOLE FOR FASTENER.d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BESUBMITTED TO THE MAINTENANCE ENGINEER FOR RECORD.13. DUCTWORK:a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITHTHE 2015 IMC AND SMACNA STANDARDS.b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNASTANDARDS. DUCTWORK SIZES INDICATED ARE INSIDE TO INSIDE [OUTSIDETO OUTSIDE] DIMENSIONS.c. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP. # 6 MASTICADHESIVE WITH VERSA GRIP OR MESH.d. ALL FINAL CONNECTIONS TO SUPPLY GRILLES SHALL BE COMPLETED WITHACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED ON THE PLANS.MINIMUM LENGTH IS 3', MAXIMUM LENGTH IS 5'.e. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE UL APPROVED,VINYL COATED, WIRE REINFORCED FIBERGLASS, WITH MAXIMUM THERMALCONDUCTIVITY OF 0.30 BTU-IN/HR-FT2-°F AND A MAXIMUM LENGTH OF FIVEFEET.f. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM/.08"PRESSURE DROP PER 100 FEET.g. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND/OR EXHAUST)SHALL BE EQUIPPED WITH A MEANS OF SHUT-OFF WHEN VENTILATION ISNOT REQUIRED, AND BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FANSHUTDOWN SHALL BE PROVIDED FOR AIR INTAKES AND/OR DISCHARGES.h. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLEINSTALLATIONi. DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL DUCT TURNSOF 90°.14. REFRIGERANT PIPING:a. REFRIGERANT LINE SETS SHALL BE FURNISHED BY THE CONDENSING UNITMANUFACTURER AND BE PRE-INSULATED.b. REFRIGERANT PIPING CONNECTIONS SHALL BE BRAZED WITH 15% SILLFLOSS. PURGE PIPING WITH NITROGEN WHILE BRAZING.c. PROVIDE HANGERS, SUPPORTS AND INSULATION SADDLES AS REQUIREDAND PER ANSI REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOTACCEPTABLE.d. REFRIGERANT PIPING INDICATED IS SCHEMATIC ONLY. SIZE PIPING ANDDESIGN THE ACTUAL PIPING LAYOUT, INCLUDING OIL TRAPS, DOUBLERISERS, SPECIALTIES, AND PIPE AND TUBE SIZES, TO ENSURE PROPEROPERATION AND COMPLIANCE WITH WARRANTIES OF CONNECTEDEQUIPMENT.e. EVACUATE THE ENTIRE REFRIGERANT SYSTEM WITH A VACUUM PUMP TO AVACUUM OF 500 MICROMETER FOR A PERIOD OF 12 HOURS PRIOR TOCHARGING.f. TXV SIZING SHALL BE COORDINATED BY THE MECHANICAL CONTRACTORWITH UNIT MANUFACTURER.15. DUCTWORK INSULATION:a. ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THEREQUIREMENTS PER SECTION 604 OF THE 2015 IMC.b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME-SPREADINDEX NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN50, PER SECTION 604.3 OF THE 2015 IMC. INSTALLATION SHALL BE INACCORDANCE WITH IMC REQUIREMENTS.c. RECTANGULAR SUPPLY, RETURN & TRANSFER DUCTWORK SHALL BEINTERNALLY LINED WITH A VAPOR RESISTANT DUCT LINER OF THICKNESSESSPECIFIED BELOW.d. CONCEALED ROUND, CONCEALED OVAL & OUTDOOR AIR DUCTS SHALL BEEXTERNALLY WRAPPED WITH FIBERGLASS INSULATION WITH AN EXTERNALVAPOR BARRIER. REQUIRED R-VALUES ARE SPECIFIED BELOW.e. ALL SUPPLY, RETURN & TRANSFER DUCTWORK LOCATED WITHIN THEBUILDING ENVELOPE SHALL BE INSULATED TO A MINIMUM OFR-4 (1” LINER) UNLESS SPECIFIED OTHERWISE ON THE PLANS.f. ALL SUPPLY & RETURN DUCTWORK SHALL BE INSULATED TO A MINIMUM OFR-6 (1-1/2” LINER) WHEN LOCATED IN UNCONDITIONED SPACES AND SHALLBE INSULATED TO A MINIMUM OF R-12 (3” LINER) AND WEATHERPROOFEDWHEN LOCATED OUTSIDE THE BUILDING.g. ALL OUTDOOR AIR DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 WITHA VAPOR BARRIER.16. TEMPERATURE CONTROL DEVICES:a. CONTRACTOR SHALL PROVIDE CONTROLS CAPABLE OF MEETING THESEQUENCE OF OPERATION DESCRIBED ON SHEET M1.0.b. MECHANICAL CONTRACTOR TO COORDINATE ALL REQUIREMENTS WITHUNIT MANUFACTURERS PRIOR TO PURCHASING.c. THE HVAC SYSTEM SHALL BE PROVIDED WITH 7-DAY PROGRAMMABLEAUTOMATIC SPACE TEMPERATURE CONTROL DEVICES (THERMOSTATS) ASSHOWN ON THE PLANS. THE THERMOSTATS SHALL BE CAPABLE OFSCHEDULING OCCUPANCIES AND PROVIDING SETBACK CAPABILITIES TOMAINTAIN ZONE SETPOINTS DOWN TO 55°F OR UP TO 85°F.d. CONTROLS SHALL BE CAPABLE OF PROVIDING A DEADBAND OF AT LEAST5°F BETWEEN HEATING AND COOLING.e.THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN °F, ADJUSTABLESETPOINT STOPS, AND SHALL BE MOUNTED AT 46" ABOVE FINISHED FLOORADJACENT TO THE ROOM'S LIGHT SWITCH.f. COORDINATE CONTROL TIE-INS WITH CONTROLS CONTRACTOR ASNECESSARY.g. ALL THERMOSTATS SHALL BE APPROVED BY THE OWNER.17. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORKSHALL EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDINGARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION ANDPLUMBING. DIMENSIONS, SPACE REQUIREMENTS AND POINTS OF CONNECTION TOALL EQUIPMENT SHALL BE VERIFIED, AND ANY MINOR ADJUSTMENTS NECESSARY TOAVOID CONFLICT WITH THE BUILDING STRUCTURE AND THE WORK OF THE OTHERTRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IFANY MAJOR CONFLICTS OCCUR.18. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALLRELEVANT TRADES, AND PROVIDE WATERTIGHT FLASHINGS WHEREVERPENETRATIONS OCCUR. EXACT LOCATIONS AND SIZES MAY BE DEPENDENT UPONEQUIPMENT SELECTIONS; COORDINATE SIZES AND LOCATIONS OF ALL OPENINGSWITH APPROPRIATE EQUIPMENT REQUIREMENTS.19. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30"CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR,BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BEPROVIDED BY GENERAL CONTRACTOR.20. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTUREWITH CODE APPROVED VIBRATION ISOLATORS.21. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED ANDRE-ADJUSTED TO INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OFTEMPERATURE, ADEQUACY OF FLOWS AND CAPACITIES, ELIMINATION OF NOISE ANDVIBRATION, AND SHALL BE LEFT IN PROPER OPERATING CONDITION.22. TEST & BALANCING:a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BYAN INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY.b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THEENGINEER FOR REVIEW AND APPROVAL. ELECTRONIC DISTRIBUTIONPREFERRED.c. ALL REQUIRED RE-SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BEMADE BY THE TEST & BALANCE CONTRACTOR.d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10% OF THOSEINDICATED ON THE PLANS.23. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THEARCHITECTURAL PLANS, ELEVATIONS OR AS PER FIELD REQUIREMENTS (UPONACCEPTANCE BY ARCHITECT).24. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL ALL OF THE REQUIREDACCESS PANELS IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO THEEQUIPMENT. EQUIPMENT WITH MANUFACTURER MANDATED SERVICEREQUIREMENTS INSTALLED WITHIN CRAWLSPACES MUST BE A MAXIMUM OF 20 FEETFROM AN ACCESS PANEL.25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'SINSTALLATION, OPERATION & MAINTENANCE MANUAL'S RECOMMENDATIONSESPECIALLY FOR SERVICE CLEARANCES.26. FILTERS:a. SHALL BE UL RATED AND APPROVED.b. PRESSURE DROPS SHALL NOT EXCEED .10" STATIC PRESSURE.27. ELECTRICAL CONNECTIONS:a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS,THERMAL OVERLOADS, LOW VOLTAGE THERMOSTATS, CONTROL RELAYS,CONTROL TRANSFORMERS AND SOLENOID VALVES SHALL BY FURNISHEDBY THE MECHANICAL CONTRACTOR.b. UNLESS OTHERWISE SPECIFIED, ALL MOTORIZED DAMPERS SHALL BE LOWVOLTAGE. ALL WIRING AND POWER CONNECTIONS SHALL BE PROVIDED BYTHE MECHANICAL CONTRACTOR.c. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENTCHARACTERISTICS INDICATED ON THE DRAWINGS.d. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PERTHE CONTRACT DOCUMENTS.e. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER,REGARDLESS OF VOLTAGE, WITH OTHER TRADES, SO THAT ALL SYSTEMSARE COMPLETE AND OPERATIONAL.f. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSSPROTECTION.g. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTSPROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICALCONTRACTOR.28. ACOUSTICAL COMPLIANCEa. AEC IS NOT ABLE TO PROVIDE ACOUSTICAL MODELING OF EXTERIOREQUIPMENT, NOR PROVIDE DOCUMENTATION SUPPORTING COMPLIANCEWITH ANY BULDING DEPARTMENT OR CITY NOISE ORDINANCE. ANACOUSTICAL CONSULTANT IS RECOMMENDED TO VERIFY COMPLIANCE.NOISE MITIGATION MEASURES (BY OTHERS) MAY BE REQUIRED.29. TEMPORARY HEATING DURING CONSTRUCTION:a. MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARYHEATING.SEQUENCE OF OPERATION:AC-1, AC-2, AC-3, AC-4, AC-5, CU-1, & CU-2:MINI SPLIT UNITS WILL PROVIDE HEATING AND COOLING. ON A CALL FOR HEATING ACOOLING, THE HEAT PUMPS SHALL RUN TO MEET THE SET POINT. VERIFY WITH OWNER FORPRIORITY UNITS.BATHROOM EXHAUST FAN:INTERLOCK EXISTING BATH FAN WITH WALL SWITCH.BB-1:UPON A CALL FOR HEATING THE ELECTRIC BASEBOARD SHALL RUN UNTIL SET POINT ISMET.ofwww.aec-vail.com
a
PO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620
Mechanical, Electrical & Lighting Design Services
Architectural Engineering Consultants
Telephone: 970-748-8520
ceDrawn By:Checked By:DATE:ISSUE:AEC PROJECT #:EAGLE COUNTY
CORONER
OFFICE REMODEL19028 An Office with LEED™ Accredited Professionals05/21/19PERMIT SET05/29/19PERMIT UPDATE 06/05/19FIRE ALARM UPDATE06/12/19BUILD / PERMIT UPDATE07/26/19PLUMBING UPDATE12/09/19EQUIPMENT UPDATE&2(61%/'%*#0+%#..')'0&52'%5 5'37'0%'/ EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
INSULATED RIGID DUCTAIR FLOW
CLAMPMANUAL DAMPER,HANDLE, & LOCK NUTWORM DRIVE S.S.Ø TWIST-IN FITTING W/INSULATED RIGID DUCTAIR FLOW
CLAMPMANUAL DAMPER,HANDLE, & LOCK NUTWORM DRIVE S.S.Ø TWIST-IN FITTING W/R=WWR=WWRADIUS ELBOW DETAILNO SCALEROUND DUCT TAKE-OFF DETAILNO SCALEofwww.aec-vail.com
a
PO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620
Mechanical, Electrical & Lighting Design Services
Architectural Engineering Consultants
Telephone: 970-748-8520
ceDrawn By:Checked By:DATE:ISSUE:AEC PROJECT #:EAGLE COUNTY
CORONER
OFFICE REMODEL19028 An Office with LEED™ Accredited Professionals05/21/19PERMIT SET05/29/19PERMIT UPDATE 06/05/19FIRE ALARM UPDATE06/12/19BUILD / PERMIT UPDATE07/26/19PLUMBING UPDATE12/09/19EQUIPMENT UPDATE&2( 61%/'%*#0+%#.5%*'&7.'5 &'6#+.5/ EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
GENERAL NOTES:1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE.2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINERUNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUNDDUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESSOTHERWISE NOTED.3. ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES (OR PLENUMS)SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESSOTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET.4. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BECONICAL TEES.5. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES.6. ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTUREWHERE IT EXISTS UNLESS OTHERWISE NOTED.7. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALLINCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY,EVEN WHERE NOT EXPLICITLY NOTED ON THIS PLAN.8. ALL SUPPLY GRILLES SHALL INCLUDE A BALANCING DAMPER(S), EVEN IFNOT SPECIFICALLY SHOWN, UNLESS OTHERWISE NOTED. IF THE DAMPERIS LOCATED IN AN INACCESSIBLE LOCATION, CABLE-STYLE DAMPERS(ROTOTWIST OR EQUIVALENT) SHALL BE INSTALLED AND SHALL BEADJUSTABLE FROM THE GRILLE FACE.9. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT.10.ALL DUCTWORK SHALL BE SUPPORTED IN ACCORDANCE WITH THE 2015IMC 603.10 AND SMACNA HVAC DUCT CONSTRUCTION STANDARDS.SHEET DETAIL NOTES:AEC IS NOT ABLE TO PROVIDE ACOUSTICAL MODELING OF EXTERIOREQUIPMENT, NOR PROVIDE DOCUMENTATION SUPPORTINGCOMPLIANCE WITH ANY LOCAL NOISE ORDINANCE. AN ACOUSTICALCONSULTANT IS RECOMMENDED TO VERIFY COMPLIANCE. NOISEMITIGATION MEASURES (BY OTHERS) MAY BE REQUIRED.TERMINATE EXHAUST 3' AWAY FROM NATURAL AIR INTAKES, 10' FROMPROPERTY LINE, 7' ABOVE THE WALKWAYS, 3' ABOVE GROUND OR 12"ABOVE SNOW LEVEL (WHICHEVER IS HIGHER).ROUTE REFRIGERANT LINES BETWEEN CONDENSING UNIT ANDINDOOR UNIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.NOTE THAT MAXIMUM DEVELOPED LENGTH BETWEEN THE TWO UNITSCANNOT EXCEED 100'.VERIFY EXISTING BATH FAN IS CAPABLE OF 50CFM.16"Ø - EX6" WALL CAPBB1CU1CU22233311TAC-4AC-5REROUTE EXISTING EXHAUST FANDUCTWORK AS SHOWN.AC4AC53344HEAT PUMP INSTALLATION:·REFER TO THE COLD CLIMATEINSTALLATION INSTRUCTIONS FOROUTDOOR UNITS.·WIND AND ADVANCED WIND BAFFLESREQUIRED.·PLACE UNITS ON STANDS AT ASUFFICIENT HEIGHT WITH ADEQUATEDRAINAGE.·MAINTAIN MANUFACTURERSCLEARANCESofwww.aec-vail.com
a
PO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620
Mechanical, Electrical & Lighting Design Services
Architectural Engineering Consultants
Telephone: 970-748-8520
ceDrawn By:Checked By:DATE:ISSUE:AEC PROJECT #:EAGLE COUNTY
CORONER
OFFICE REMODEL19028 An Office with LEED™ Accredited Professionals05/21/19PERMIT SET05/29/19PERMIT UPDATE 06/05/19FIRE ALARM UPDATE06/12/19BUILD / PERMIT UPDATE07/26/19PLUMBING UPDATE12/09/19EQUIPMENT UPDATE&2( 61%/#+0.'8'.*8#%2.#05%#.'Ä/ NORTHMAIN LEVEL HVAC PLANSCALE: 1/4" = 1'0"EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
GENERAL NOTES:1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE.2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINERUNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUNDDUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESSOTHERWISE NOTED.3. ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES (OR PLENUMS)SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESSOTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET.4. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BECONICAL TEES.5. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES.6. ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTUREWHERE IT EXISTS UNLESS OTHERWISE NOTED.7. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALLINCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY,EVEN WHERE NOT EXPLICITLY NOTED ON THIS PLAN.8. ALL SUPPLY GRILLES SHALL INCLUDE A BALANCING DAMPER(S), EVEN IFNOT SPECIFICALLY SHOWN, UNLESS OTHERWISE NOTED. IF THE DAMPERIS LOCATED IN AN INACCESSIBLE LOCATION, CABLE-STYLE DAMPERS(ROTOTWIST OR EQUIVALENT) SHALL BE INSTALLED AND SHALL BEADJUSTABLE FROM THE GRILLE FACE.9. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT.10.ALL DUCTWORK SHALL BE SUPPORTED IN ACCORDANCE WITH THE 2015IMC 603.10 AND SMACNA HVAC DUCT CONSTRUCTION STANDARDS.12AC2AC1SHEET DETAIL NOTES:ROUTE REFRIGERANT LINES FROM UNIT TO CU-1.ROUTE REFRIGERANT LINES FROM THIS LOCATION TO CU-1. CAP ENDSFOR FUTURE USE WITH (F) AC-3.TERMINATE EXHAUST 3' AWAY FROM NATURAL AIR INTAKES, 10' FROMPROPERTY LINE, 7' ABOVE THE WALKWAYS, 3' ABOVE GROUND OR 12"ABOVE SNOW LEVEL (WHICHEVER IS HIGHER).112ERV1A35-S6x6A35-S6x6B170-R8x66"Ø(9"Ø) - S8"Ø(11"Ø) - R6"Ø(9"Ø) - S5"Ø(8"Ø) - S5"Ø(8"Ø) - S8"Ø(11"Ø) - EX8"Ø(11"Ø) - OA8" WALL CAP8" WALL CAP33TAC-1TAC-2A100-S6x6EXISTING HEATER TOREMAIN.ofwww.aec-vail.com
a
PO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620
Mechanical, Electrical & Lighting Design Services
Architectural Engineering Consultants
Telephone: 970-748-8520
ceDrawn By:Checked By:DATE:ISSUE:AEC PROJECT #:EAGLE COUNTY
CORONER
OFFICE REMODEL19028 An Office with LEED™ Accredited Professionals05/21/19PERMIT SET05/29/19PERMIT UPDATE 06/05/19FIRE ALARM UPDATE06/12/19BUILD / PERMIT UPDATE07/26/19PLUMBING UPDATE12/09/19EQUIPMENT UPDATE&2( 61%0&(.114*8#%2.#05%#.'Ä/ NORTH2ND FLOOR HVAC PLANSCALE: 1/4" = 1'0"EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
electrical apparatus as shown on single line diagram and
Complete provision, installation and connection of lighting fixtures,
exit signs and lamps as specified and as shown on drawings.
Complete branch circuit wiring required for the connection of
emergency lighting and exit signs to existing emergency stand
Complete feeder(s) installation as required for new and/or
devices, new control devices, etc. for a complete lighting and
including new panelboards, new conduits, new wires, new wiring
Complete wiring system for new lighting and power as shown,
contract. Electrical work shall include, but not limited to, these major
as indicated on drawing and as specified, as necessary to complete the
SCOPE: Furnish all materials and labor required to execute this work
2.
A.
ELECTRICAL SPECIFICATIONS
1.
drawings.
by power system.
and power system.
b.
a.
items:
A. General Requirements
14.ELECTRICAL DEVICES
Provide decora style, finish per owner or architect.
Dimming switches will be a minimum of 600W or as noted.C.
15.
Support all electrical equipment independent of accessible ceilings as
required by NEC.
SUPPORT
A.
All mounting heights will conform to ADA guidelines. Typical receptacleD.
heights will be +18"AFF and switch heights will be +46"AFF
unless noted otherwise.
16.
At fire rated wall, space electrical boxes at opposite sides of the wall
no less than 24" horizontal distance.
ELECTRICAL BOXES
A.
When phone, TV & power receptacles are shown on plan next to each other.
Locate respective receptacles next to each other on site with no more
B.
than 1" separating cover plates.
Provide GFI type receptacles at kitchens, bathrooms,
garages, exterior etc. as required by NEC 210.8.
E.
equipment, etc. furnish by mechanical - refer to both electrical and
and mechanical drawing for scope and work and additinal infor-
Complete connection of HVAC/Plumbing motor(s), water heater(s),
Fire alarm system will be by electrical contractor.3.
4.
6.
5. Provide grounding and bonding Facilities.
Complete all electrical demolition as required.
mation.
A.Contractor shall submit shop drawings for engineer review and approval.
Lighting fixtures.
Shop drawing submittal shall include:
Panelboard(s).
CONDUIT AND WIRE:
B.
13.
A.
B.
2.
1.
and contractor shall have written approvals from building owner prior
Core drilling and patching of existing building structure required for
Operating, Maintenance and identification instructions manuals, if
electrical work. Core drilling shall follow Building Standard procedures
Applicable codes: National Electric Code (2017)
PERMITS AND FEES: Obtain and pay for all necessary permits, inspec-
tions, examinations and fees or charges necessary for execution and
and to the requirements of Federal, State or other City agencies
local jurisdiction's electrical code, pertinent NFPA publications
Conform to the prevailing edition and amendments thereto of the
SHOP DRAWINGS AND SUBMITTAL:
to start of any work.
Test of entire system and work.
REGULATIONS AND CODES:
having jurisdiction.
completion of electrical work.
12.
11.
A.
7.
9.
8.
10.
any.
MC cable permitted per local codes. Run hard pipe from panel to local
junction box, and run MC cable from junction box to device.
CONDUCTOR SIZES AND TYPES: For sizes #1/0 AWG and larger, use
coppper THW or aluminum XHHW. For sizes #1 AWG and smaller, use only
copper wire with 600V insulation, types TW, THHN, or THW - stranded in
sizes #8 and larger, solid in sizes #10 and smaller. Control wiring shall be #14,
stranded. Use type THHN for wires entering or passing through fluorescent
lighting fixtures. All motors shall be wired with copper conductors only.
17.METERING
A.EC shall coordinate whether or not meters require lever bypass with local
utility and provide all meters with a lever bypass when required.
Provide AFCI type receptacles at bedrooms, living rooms,
dining rooms, hallways etc. as required by NEC 210.12.
F.
Exterior weather-proof receptacles in damp or wet locations shall
adhere to the requirements shown in NEC 406.9.
G.
H/P HEAT/PHOTOELECTRIC SMOKE DETECTOR
ELECTRICAL LEGEND
(NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT)
RECESSED OR SURFACE DOWNLIGHT
WALL MOUNTED LIGHT FIXTURE
RECESSED FLUOR. LIGHT FIXTURE
SURFACE FLUOR. LIGHT FIXTUREAa
Aa
FIXTURE DESIGNATIONS:
UPPER CASE - FIXTURE TYPE
LOWER CASE - SWITCH DESIGNATION
SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP
FLUORESCENT STRIP FIXTURE
TRACK LIGHT AS NOTED OR SCHEDULED
WALL WASHER
POLE-MOUNTED FIXTURE
POST (BOLLARD) FIXTURE
CEILING OR WALL MOUNTED EXIT LIGHT
EMERGENCY BATTERY LIGHTS
DUPLEX RECEPTACLE @ 18" UNLESS NOTED
DOUBLE DUPLEX RECEPTACLE @ 18" UNLESS NOTED
SPECIAL OUTLET AS NOTED
FLUSH FLOOR DUPLEX RECEPTACLE
DUPLEX RECEPTACLE HALF-SWITCHED @ 18" UNLESS NOTED
TELE-POWER POLE
JUNCTION BOX IN FLOOR, CEILING OR IN WALL
MULTI-OUTLET PLUG STRIP
JJ J
COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL
CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING
TELEPHONE BACKBOARD
CIRCUIT HOMERUN
CONDUIT RUN BELOW FLOOR OR GRADE
CONDUIT STUB-UP - CAP & MARK
LIGHT SWITCH AT 46" UNLESS NOTED
SUBSCRIPTS:
2 = 2-POLE SWITCH
3 = 3-WAY SWITCH
4 = 4-WAY SWITCH
K = KEY-OPERATED SWITCH
TO = THERMAL OVERLOAD SWITCH
P = SWITCH WITH PILOT LIGHT
DIMMER SWITCH W/ WATTAGE
MAGNETIC MOTOR STARTER
DISCONNECT SWITCH
PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED
SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD
TRANSFORMER
GROUND
PUSHBUTTON CONTROL STATION
PHOTOELECTRIC CELL
TIME SWITCH
THERMOSTAT AT 60" UNLESS NOTED
DIVISION 15 EQUIPMENT
CIRCUIT BREAKER
MOTOR OUTLET
AUTOMATIC TRANSFER SWITCH
FOOD SERVICE EQUIPMENT
D
T
PC
TS
T
M
ATS
ABBREVIATIONS
- ABOVE COUNTERAC
AFF - ABOVE FINISHED FLOOR
- ABOVE FINISHED GRADEAFG
- ALUMINUMAL
- EMERGENCYEM
- GROUNDGND
- GROUND FAULT INTERRUPTERGFI
NIC - NOT IN CONTRACT
NL - NIGHT LIGHT
NTS - NOT TO SCALE
UG - UNDERGROUND
WP - WEATHER PROOF
XFMR - TRANSFORMER
+18"- MOUNTING HEIGHT TO CENTERLINE
OF DEVICE AFF OR AFG
FIRE ALARM SYSTEM
FIRE ALARM CONTROL PANEL
ANN FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM PULL STATION
ALARM HORN OR SPEAKER
COMBINATION HORN/STROBE OR SPEAKER/STROBE
THERMAL HEAT DETECTORH
SMOKE/IONIZATION DETECTORI
PHOTOELECTRIC SMOKE DETECTORP
DUCT DETECTORS R
SPRINKLER SYSTEM FLOW SWITCH
SPRINKLER SYSTEM TAMPER SWITCH
STROBE
SMOKE/FIRE DAMPER CONNECTION
REMOTE INDICATOR LIGHT
F
D
COMMUNICATION SYSTEM
SPEAKER IN CEILING OR WALL
VOLUME CONTROL AT 60" UNLESS NOTED
MICROPHONE OUTLET IN FLOOR BOX OR WALLM M
CALL-IN SWITCHC
PROGRAM BELL
INTERCOM
CLOCK
V
I
S S
B
A AMPLIFIER
TELEVISION OUTLET
CONTACT DOOR SWITCH IN JAMB OR HINGE
SECURITY SYSTEM
DC
INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDOR/ROOMP
C OR R
KEY-OPERATED ACCESS SWITCHK
SURVEILLANCE CAMERA
DISTRIBUTION EQUIPMENT SYMBOLS
DISCONNECT SWITCH
FUSES
CIRCUIT BREAKER
CURRENT TRANSFORMER
TRANSFORMER
METERM
CU - COPPER
STEP LIGHT
FACP
M = MOTION-OPERATED SWITCH
POP-UP RECEPTACLE
- ELECTRICAL CONTRACTOREC
- AUTHORITY HAVING JURISDICTIONAHJ
- MECHANICAL CONTRACTORMC
- PLUMBING CONTRACTORPC
UTP - UNSHIELDED TWISTED PAIR
- GENERAL CONTRACTORGC
- REFERENCEREF
UNO - UNLESS NOTED OTHERWISE
1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY
SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL
U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND
SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED
ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN.
(51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END
PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM) WIDE BY 1-3/8 IN.
(35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE
OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER
TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES
DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM).
2. THROUGH PENETRANT - ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR
ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR
TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 2 IN.
(51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.
THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:
A. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM
(OR SMALLER) STEEL ELECTRICAL METALLIC TUBING
3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4, 1-7/8 AND 2-1/2 IN.
(16, 32, 48 AND 64 MM) THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES,
RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM)
DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT
LOCATION ON BOTH SIDES OF WALL.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING
OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE
PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED,
AS TABULATED TO THE LEFT.
3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT,
*BEARING THE UL CLASSIFICATION MARKING
PENETRATION THROUGH A FIRE-RATED WALL
NO SCALEDT
J TV
18" (1'-6")46" (3'-10")48" (4'-0")80" (6'-8")TYPICAL DEVICE
MOUNTING HEIGHTS
MAIN CIRCUIT BREAKER &
BRANCH CIRCUIT BREAKERS
MAXIMUM MOUNTING HEIGHT
IS 79", MINIMUM IS 18".
NO SCALE
NOTES:
1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX
UNLESS NOTED OTHERWISE.
2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN
TOP OF DOOR TRIM AND CEILING LINE.
3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS
AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN
OVER THOSE SHOWN ABOVE.
4. FOR CEILING HEIGHTS HIGHER THAN 7'-2", INSTALL FIRE ALARM
NOTIFICATION AUDIO AND VISUAL APPLIANCES AT
80" AFF OTHERWISE INSTALL AT 6" BELOW CEILING.
5. MOUNTING HEIGHTS PER IBC AND ADA CODES
FINISHED FLOOR
TYPICAL 8'-0" CEILING
+80"AFF
P
+80"AFF
#6 CU G
ROUTE WIRE AT CEILING PARALLEL OR
PERPENDICULAR TO STRUCTURE.
SECURE TO STRUCTURE
AT 4' INTERVALS OR LESS.
STUB UP TO ABOVE
ACCESSIBLE CEILNGSTRUCTURED CABLE
DISTRIBUTION PANEL
(2 #CAT 6) 3/4"C
PLENUM RATED WIRE
WHEN REQUIRED
(2) RJ-45 IN SINGLE
GANG BOX AT 18"
AFF UNOCOLD WATER PIPEMAIN TELE/DATA ROOM
(PULLWIRE) 4"C
NO SCALE
TELEPHONE
ONE-LINE DIAGRAM
TELEPHONE/COMPUTER
ROUGH-IN
NO SCALE
GENERAL NOTES ALL SHEETS
THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER/ARCHITECT
PRIOR TO FINAL ROUGH-IN AS FOLLOWS:
·CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF FOUND NECESSARY.
·REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED.PROVIDE UNIT PRICING IF
ADDITIONAL RECEPTACLES ARE REQUIRED.
·REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES
SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED.
IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE
PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED
AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS
APPROVED PRIOR TO PROCEEDING.
TELEPHONE
PEDESTAL
C.NM cable permitted per local codes and where installed as required
in NEC 334.
Finish per owner or architect. All dwelling unit
Convenience receptacles will be 20 amp or 15 amp, decora style.
Light switches will be 20amp or 15 amp, decora style.B.
A.
Finish per owner or architect.
receptacles to be tamper-resistant per NEC 406.11.
B. IT Requirements
IT is formally requesting the following guidelines be followed for all new projects for our
structured cabling needs. Please notify the IT director and the Ops Manager if these cannot
be followed for any reason for a specific job.
Experience -
The person doing the wiring needs to have at least 6 months (1 year preferred) of
experience with structured cabling. The wiring company shall have been in business for a
minimum of two years and have project experience for the scope of work requested.
General rules to follow:
Provide a neat and serviceable appearance (when in visible locations and in all network
closets) and cables are to be properly dressed.
Pathway systems -
Shall be designed and installed with 50% expansion capacity.
Under no circumstances are cables to rest on suspended ceiling tiles. All
cables shall be supported by means of independent support.
Decommission old wires
Unused old wiring should be decommissioned and pulled out of the walls/ceilings and
patch panels.
Wall Jack
One wall jack means two Cat6 data lines (not one data and one telephone) unless
otherwise identified.
Typical workstation location receives (2) Cat6 cables, (2) Cat6 jacks, & (1) 2-port
faceplate. Cat6 cables to be homerun to serving I.T. space and patch panel.
Analog Lines -
Analog lines will be added upon request only. Possible locations for analog will include
where multifunction printers will be placed (MFPs) or for alarm lines.
Two CAT6A cables will be pulled for each “wireless" AP location home run to IT closet
and patch panel.
Patch panels
Rackmount patch panels will be supplied by the vendor.
Patch panels will match the type of cabling. That is, Cat6 patch panels will be used for
Cat6 wiring.
Patch panels will be labeled with an appropriately sized label in sequential ALPHA order
as installed within each MDF and IDF.
1st Patch Panel will be labeled with an “A"
2nd Patch Panel will be labeled with a “B" etc.
Patch Panels should be 24 or 48 ports depending on the quantity of the pulls.
Proper Cable management will be deployed and patches will be done to professional
standards.
All 4-pairs used per wire shall be terminated in T568B standards
Testing
100°/ of all the installed links shall be tested.
Patch Panel to network equipment
The ECG IT team will patch between the patch panel and switch.
Brands:
CommScope or Leviton/Berk-Tek brands should be used end-to-end, to include
faceplates, jacks, cable, patch panels so they will be covered by the 25-yr warranty.
Prefer Blue cabling for Data.
Service loop
Service loop of 3 feet should be neatly secured to the wall near the patch panel for each
wire pulled.
Velcro straps should be used rather than zip ties.
Faceplate Labeling
The scheme should be: Closet Identifier-Patch Panel Identifier-Port identifier Example:
IDF3-A-17
Each telecommunication outlet shall be labeled with an appropriately sized, engraved
label reflecting the patch panel numbering scheme. The format shall be black text on a
white background.
Wall or Floor or mounted Cabinets
Each wall or floor mounted cabinet shall have an A6 sized label fixed to the front door
top right corner detailing the Closet locations e.g. A, B, C, etc.
Preferred Vendors -
Global Cable, Inc., 22102 Chippewa Lane, Golden CO 80401, Telephone 303.456.4496,
Fax 303.432.3405, www olobalcableinc.com Dave Clappisi, President and Owner,
Mobile303.907.5318
DMI Tech Inc www.dmitechinc.com
of www.aec-vail.comaPO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620Mechanical, Electrical & Lighting Design ServicesArchitectural Engineering ConsultantsTelephone: 970-748-8520ceDrawn By:Checked By:
DATE:ISSUE:
AEC PROJECT #:EAGLE COUNTYCORONEROFFICE REMODEL19028An Office with LEED™ Accredited Professionals05/21/19 PERMIT SET
05/29/19 PERMIT UPDATE
06/05/19 FIRE ALARM UPDATE
06/12/19 BUILD / PERMIT UPDATE
07/26/19 PLUMBING UPDATE
12/09/19 EQUIPMENT UPDATE
ZBG SOH
ELECTRICAL
LEGEND,
SPECS, &
DETAILS
SCALE: NONE
E1.0
1 3
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
UNIT #1
PANEL
ELECTRICAL ONE-LINE DIAGRAM
125/2
UNIT #2
PANEL
UNIT #3
PANEL
125/2
METER BANK
800A, 120/240V, 1P, 3W
42kAlC
NO SCALE
NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED AT ONE-LINE,
NOTED AS "AIC AVAILABLE". SERIES RATED COMBINATION ACCEPTABLE,
SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW.
CONTRACTOR SHALL VERIFY ALL SERVICE EQUIPMENT BEING USED WITH LOCAL
UTILITY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICE EQUIPMENT
THAT IS ACCEPTABLE TO USE THROUGH THE UTILITY AND THE AHJ.
T
UTILITY
TRANSFORMER
PAD MOUNTED
FIRE ALARM CONTROL PANEL
FIRE ALARM ONE LINE DIAGRAM
NO SCALE
NOTES:
1. ALL WIRE WILL BE SHIELDED. WIRING PER MANUFACTURERS REQUIREMENTS.
2. REFERENCE FLOOR PLANS FOR QUANTITIES.
3. PROVIDE PLENUM RATED WIRE WHERE REQUIRED.
4. FIRE ALARM SYSTEM IS SHOWN AS A DESIGN BUILD SYSTEM.
FINAL DESIGN AND DEVICE QUANTITIES ARE BY THE ELECTRICAL CONTRACTOR.
EXTERIOR
HORN
120V, 1P
BATTERY
BACKUP DIALER
TELEPHONE
M
M
H
P
M
M
M
M
F
S
R
C
MIN.
#14AWG
FAN
SHUT
OFF
.23A 24VDC ADA
HORN/ STROBE MAX.
15 PER CIRCUIT
UNIT #4
PANEL
125/2
UNIT #5
PANEL
UNIT #6
PANEL
200/2
UNIT #7
PANEL
125/2
UNIT #8
PANEL
200/2125/2 125/2
800/2
NEW WORK IS CLOUDED
THE NEW FIRE LIFE SAFETY EQUIPMENT REQUIRED FOR THIS CONTRACT
SHALL BE BY THE SAME MANUFACTURER. ALL FIRE LIFE SAFETY SYSTEM
COMPONENT, EQUIPMENT, DEVICES, ETC. LESS WIRING PROVIDED IN THIS
CONTRACT SHALL BE COMPATIBLE FOR SAID ALARM EQUIPMENT USED AT
THE SITE, AND BE BOTH CFM AND U.L. LISTED FOR SAME.
CONTRACTOR SHALL SUBMIT UNIT PRICES ON F.A. EQUIPMENT AND DEVICES
PRIOR TO BID, CONTRACTOR SHALL VERIFY NEW FIRE LIFE
SAFETY INSTALLATION AND INCLUDE ALL LABOR AND MATERIAL REQUIRED
FOR A COMPLETE AND OPERABLE LIFE SAFETY AND SMOKE CONTROL
SUPPLY & INSTALL NEW EQUIPMENT AND MODIFICATIONS TO EXISTING FIRE ALARM
PROVIDE ALL COSTS FOR LABOR, DESIGN, ENGINEERING,
SYSTEM TO PROVIDE A COMPLETE FIRE ALARM SYSTEM TO MEET LOCAL CODES.
ALL NEW FIRE ALARM EQUIPMENT, DEVICES, WIRING, ETC. REQUIRED AND
WHICH ARE INSTALLED FOR THE FACILITY SHALL MEET
LATEST EDITION OF THE NFPA FIRE LIFE SAFETY CODES AND SHALL MEET
ALL CITY AND STATE FIRE MARSHALL REQUIREMENTS.
THE FIRE ALARM SYSTEM SCOPE OF WORK SHALL INCLUDE, BUT NOT
NECESSARILY BE LIMITED TO THE FOLLOWING:
CALCULATIONS, SHOP DRAWING, ETC. INCLUDING SUBMISSION OF FINAL
FIRE ALARM LIFE SAFETY DRAWING TO THE AUTHORITY HAVING
JURISDICTION FOR REVIEW AND APPROVAL.
PROVIDE ALL COSTS FOR LABOR, MATERIAL, INSTALLATION,
CONNECTION AND EXECUTION OF FIRE LIFE SAFETY ALARM EQUIPMENT,
DEVICES, CONDUIT/WIRING SYSTEM, ETC. AS REQUIRED DUE TO THE
CONSTRUCTION OF THIS FACILITY.
IN THEIR BID.
SYSTEM(S).
3.
2.
B.
A.
1.
ALARM DEVICE LOCATIONS & QUANTITIES PRIOR TO FINAL ROUGHIN.
WITH THE AUTHORITY HAVING JURISDICTION TO DETERMINE FINAL FIRE
AND ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SHALL WALK THROUGH
DRAWINGS HAVE BEEN DEVELOPED FOR BIDDING AND PRICING PURPOSES
4.
WHEN PERMITTED BY THE AUTHORITY HAVING JURISDICTION, COORDINATE WITH
PAINTER TO FINISH THE CEILING MOUNTED SMOKE DETECTORS TO MATCH
RESPECTIVE CEILINGS. REFER TO MANUFACTURER'S INSTRUCTIONS
REGARDING ADDITIONAL FINISHES TO THE SPECIFIC PRODUCT.
5.
6.
C. Fire Life Safety Scope of Work
& General Conditions
PROVIDE PLENUM RATED CABLE WHEN REQUIRED BY ARTICLE NEC 300-22.
ACCEPTABLE FIRE ALARM SYSTEM MANUFACTURERS ARE SIMPLEX, NOTIFIER,
SILENT KNIGHT & FIRELITE. FIRE ALARM SYSTEMS MUST HAVE PARTS AND SERVICE
AVAILABLE WITHIN 24 HOURS.
7.
8.
GENERAL ELECTRICAL SPECIFICATIONS
of www.aec-vail.comaPO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620Mechanical, Electrical & Lighting Design ServicesArchitectural Engineering ConsultantsTelephone: 970-748-8520ceDrawn By:Checked By:
DATE:ISSUE:
AEC PROJECT #:EAGLE COUNTYCORONEROFFICE REMODEL19028An Office with LEED™ Accredited Professionals05/21/19 PERMIT SET
05/29/19 PERMIT UPDATE
06/05/19 FIRE ALARM UPDATE
06/12/19 BUILD / PERMIT UPDATE
07/26/19 PLUMBING UPDATE
12/09/19 EQUIPMENT UPDATE
ZBG SOH
ELECTRICAL
ONE-LINE
& PANEL
SCHEDULES
SCALE: NONE
E1.1
2 3
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
GENERAL NOTES:
1. E.C. TO VERIFY EXISTING CIRCUITS.
2. BREAKOUT PRICING FOR FIRE ALARM EQUIPMENT.
SHEET DETAIL NOTES:
RECEPTACLE IS TO BE RE-USED AND RESET IN DRY WALL.1
JJ
(E)
(E)
(E)
(E)
(E)
GFI
GFI
(E)
(E)(E)
(E)(E)
(E)
(E)(E)
GFI
GFI
MMETER BANK
800 AMP DISCONNECT
TO UTILITY TRANSFORMER
D
D
D
D
1
1
+60" AFF
WIFI
B2
B2
B2
B2
D
M
TO SECOND
FLOOR CEILING
LIGHTS
UNIT #1-24
S
S
P
P
P
FACP
UNIT #1-19
B2
B2
B2
B2
B2
UNIT #1-26
D
D
M
M
M
M
M
AC
GFI
AC
GFI
M
WIFI
B
B
B
B
B
B B
(E)
UNIT #1 - 16
UNIT #1 - 18
UNIT #1-21 UNIT #1-22 UNIT #1-23
EXISTING LUMINAIRE TO REMAIN IN
PLACE. ADD MATCHING FIXTURE AND
MOTION DETECTOR CONTROL.
UNDERCABINET
LIGHTING TO WALL
CABINETS
S
S
S S
D
P
P
P
P
P
P
1 2
UNIT #1-22
of www.aec-vail.comaPO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620Mechanical, Electrical & Lighting Design ServicesArchitectural Engineering ConsultantsTelephone: 970-748-8520ceDrawn By:Checked By:
DATE:ISSUE:
AEC PROJECT #:EAGLE COUNTYCORONEROFFICE REMODEL19028An Office with LEED™ Accredited Professionals05/21/19 PERMIT SET
05/29/19 PERMIT UPDATE
06/05/19 FIRE ALARM UPDATE
06/12/19 BUILD / PERMIT UPDATE
07/26/19 PLUMBING UPDATE
12/09/19 EQUIPMENT UPDATE
ZBG SOH
POWER
&
SYSTMES
PLAN
SCALE 1/4" = 1'-0"
E2.0
3 3
NORTH
1ST FLOOR POWER & SYSTEMS PLAN
SCALE: 1/4" = 1'0"
2ND FLOOR POWER & SYSTEMS PLAN
SCALE: 1/4" = 1'0"
EXHIBIT D
DocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
GREASE WASTE BELOW GRADEINDIRECT WASTENOTE: ALL SYMBOLS SHOWN ON LEGENDARE NOT NECESSARILY USED.WASTE ABOVE GRADEDOMESTIC HOT WATER RECIRC.DOMESTIC HOT WATERDOMESTIC COLD WATERPLUMBING LEGENDMEDIUM PRESSURE NATURAL GASGREASE WASTE ABOVE GRADEWASTE BELOW GRADEGASGMPGVENT THROUGH ROOFCLEAN OUT TO GRADEFLOOR CLEAN OUTWALL CLEAN OUTCLEAN OUTNEWEXISTINGCOWCOFCOCOTG(E)(N)VTRIWVENTCONDENSATE DRAINCUP THROUGH ROOFUTRPIPE RISERPIPE DROPPIPE TAKEOFF (FROM BOTTOM OF MAIN)PIPE TAKEOFF (FROM TOP OF MAIN)PIP END CAPPIPE CONTINUATIONPIPE EXPANSION GUIDEPIPE UNIONPIPE ANCHORFLEXIBLE PIPE CONNECTIONPIPE EXPANSION JOINTPOINT OF NEW CONNECTIONAIR VENTPLUG VALVECHECK VALVEBALL VALVEBALANCING VALVEBUTTERFLY VALVEPRESSURE REDUCING VALVESTRAINERPRESSURE - TEMP. TAPPRESSURE GAUGE2-WAY CONTROL VALVE3-WAY CONTROL VALVE4-WAY CONTROL VALVEFLOW REGULATOR VALVEDIFFERENTIAL BYPASS VALVENATURAL GAS PRESSURE REGULATORTHERMOMETERUPUPDOWNDNPLUMBING SPECIFICATIONS:1. GENERAL:a.FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIESNECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORKNOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN.b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE ACOMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESESPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLYNECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONSTHAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THEACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OFTHE SPECIFICATIONS.2. WORKMANSHIP:a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE MANNERSATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT.3. MATERIALS:a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIRRESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITYSPECIFIED.4. SITE INSPECTION:a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BIDAND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACTNATURE OF THE WORK.b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING ACOMPLETE AND FUNCTIONAL SYSTEM.c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRAFUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLYMAKE THE EXAMINATION.5. CODES AND PERMITS:a. ALL PLUMBING EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2015INTERNATIONAL PLUMBING CODE (IPC), 2015 INTERNATIONAL ENERGYCONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE EAGLECOUNTY BUILDING DEPARTMENT.b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS.c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THEARCHITECT.6. AS-BUILTS:a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS WITHALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIORTO FINAL ACCEPTANCE AND PAYMENT.7. GUARANTEE:a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALSON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIODOF ONE YEAR AFTER COMPLETION.8. SUBMITTALS:a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BESUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). ELECTRONICSUBMITTALS PREFERRED.9. COORDINATION:a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE.b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TOPROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC.10. CUTTING AND PATCHING:a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING)SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK.b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT.c. X-RAY SLABS PRIOR TO CORING.11. CLEANUP:a.UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALLREMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THISWORK AND LEAVE THE PREMISES CLEAN AND ORDERLY.12. PLUMBING IDENTIFICATIONa.EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED, FORPERMANENT ATTACHMENT ON EQUIPMENT.b. PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATINGSERVICE, AND SHOWING DIRECTION OF FLOW.c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPING SYSTEMABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME. PROVIDE 5/32" HOLEFOR FASTENER.d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TOTHE MAINTENANCE ENGINEER FOR RECORD.13. PIPE INSULATION:a.DOMESTIC WATER PIPING INSULATION SHALL HAVE A THERMAL CONDUCTIVITY LESSTHAN OR EQUAL TO 0.27 BTU-IN/HR-FT2-°F.b. HOT & COLD WATER SUPPLY PIPING (EXCEPT RUN OUTS 12 FT. OR SHORTER TOINDIVIDUAL FIXTURES) SHALL BE INSULATED AS FOLLOWS:PIPE SIZE (IN.)INSULATION THICKNESS (IN.)1/2", 3/4", 1" & 1 1/4" 1"1 1/2" THROUGH 6" 1 1/2"c. NO HOT OR COLD WATER PIPING SHALL BE ROUTED IN EXTERIOR WALLS UNLESSPROPERLY INSULATED.d. CONDENSATE PIPING SHALL BE INSULATED WITH 3/8" FOAM PLASTIC.e. STORM DRAIN PIPING SHALL BE INSULATED WITH FIBERGLASS INSULATION FROMTHE UNDERSIDE OF THE DECK TO THE VERTICAL RISER.14. PIPING:a. WASTE, VENT AND STORM DRAIN PIPING:i. SHALL BE STANDARD WEIGHT CAST IRON HUB LESS TYPE.ii. UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC.iii.VENT PIPING IN RETURN AIR CEILING PLENUMS SHALL BE COPPER PIPING.b. WATER PIPING:i. SHALL BE TYPE "L" COPPER HARD DRAWN WITH WROUGHT COPPER FITTINGS.ii. JOINTS SHALL BE SOLDERED WITH 95-5 OR SILVER SOLDER.iii.WATER PIPING 1 1/4” & SMALLER CAN ALSO BE UPONOR AQUAPEX APR, REHAURAUPEX OR EQUIVILANT-PROVIDE DEDUCT ALTERNATE PRICING.iv.UNLESS OTHERWISE NOTED, ALL WATER PIPE SIZING IS BASED UPON COPPER. IFASTM APPROVED PEX IS UTILIZED, UPSIZE ONE NOMINAL SIZE FROM THAT SHOWNON PLANS.c. CONDENSATE PIPING SHALL BE TYPE "M" COPPER WITH SOLDER JOINTS.\d.NATURAL GAS PIPING:i. 2" AND SMALLER SHALL BE THREADED STANDARD WEIGHT SCHEDULE 40 BLACKSTEEL PIPE WITH SCREWED MALLEABLE IRON FITTINGS.ii. PIPING 2 1/2" AND LARGER SHALL BE WELDED.iii.CSST PIPE IS NOT APPROVED.iv.ALL OUTDOOR EXPOSED PIPING SHALL BE PAINTED WITH OUTDOOR ENAMEL.v. REGULATOR VENTING SHALL BE NO LONGER THAN MANUFACTURER'SRECOMMENDATION, ALUMINUM, VENTED TO THE OUTDOORS, AND A MINIMUM OF 3'FROM ANY OPENING INTO BUILDING AND 6' FROM ANY MECHANICAL INTAKE AND 1'FROM ANY ELECTRICAL EQUIPMENT.15. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANYMECHANICAL INTAKE AND AT LEAST THREE FEET FROM ANY OPENING INTO THEBUILDING.16. VERIFY INVERT ELEVATION OF WASTE LINE IN STREET PRIOR TO ROUTING ANYPIPING. PROVIDE SEWAGE WASTE EJECTOR IF I.E. OF EXISTING SANITARY WASTE CANNOT BE ACCOMMODATED.17. CLEAN-OUTS SHALL BE INSTALLED AS PER 2015 IPC SECTION 708.18. PROTECT ROOF RECEPTOR ON ROOF FROM RAIN WATER BY ELEVATING THERIM 2 ½” INCHES ABOVE ROOF SURFACE.19. PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS,ROOF AND FLOORS.20. PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BEFIRE-STOPPED. FIRE-STOPPING SHALL BE AN APPROVED MATERIAL SECURELYINSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TESTTEMPERATURE FOR SPECIFIC WALL OR PARTITION.21. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS ATALL PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACTWITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTE PIPING.22. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFYEXACT LOCATIONS AND DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THISSECTION. MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXISTING UTILITIES. IFINDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS FOUND, THECONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TOINSTALLING ANY WORK WHICH MAY BE AFFECTED.23. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FORINSTALLING THE WORK.24. VALVES SHALL BE NIBCO, JENKINS, WALWORTH, STOCKHAM OR EQUAL. SERVICEPRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED.25. PROVIDE HANGERS AND SUPPORTS MEETING THE REQUIREMENTS SPECIFIED IN THE2015 IPC SECTION 308. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE.26. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRINGROUTINE MAINTENANCE AND SHALL PROVIDE THREE COPIES OF MAINTENANCE ANDOPERATING MANUALS TO THE OWNER/OPERATOR.27. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITYCONNECTIONS.28. ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TOTHE GREATEST EXTENT POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6"OFF FLOOR AND 3/4" FROM WALL AND CEILINGS USING OFFSET BRACKETS.29. AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAMOF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OFCONTAMINATION.30. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS SHALL BEPROVIDED BY THE PLUMBING CONTRACTOR AND WIRED BY THE ELECTRICALCONTRACTOR.31.ofwww.aec-vail.com
a
PO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620
Mechanical, Electrical & Lighting Design Services
Architectural Engineering Consultants
Telephone: 970-748-8520
ceDrawn By:Checked By:DATE:ISSUE:AEC PROJECT #:EAGLE COUNTY
CORONER
OFFICE REMODEL19028 An Office with LEED™ Accredited Professionals05/29/19PERMIT UPDATE 06/05/19FIRE ALARM UPDATE06/12/19BUILD / PERMIT UPDATE07/26/19PLUMBING UPDATE12/09/19EQUIPMENT UPDATE12/16/19BACKGROUND UPDATE0461%2.7/$+0).')'0& 52'%52 EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
SHEET DETAIL NOTES:EXISTING SPIGOTS TO REMAIN. REROUTE SUPPLY LINES AS NEEDEDTO ACCOMMODATE NEW FRAMING/CONSTRUCTION.RELOCATE ELECTRIC WATER HEATER, EXPANSION TANK ANDASSOCIATED VALVES AND PIPING TO STORAGE AREA.EXISTING TOILET ROOM TO REMAIN AS IS.ROUTE AND CONNECT 1 12" WASTE FROM UPPER SINK TO EXISTINGLAVATORY WASTE.ROUTE 34" HW, 34" CW UP, & 1 12" W UP.REPOSITION FREEZER CONDENSATE PIPING TO ALLOW FOR NEWFURRING.DOMESTIC WATER LINE TO MAIN.GENERAL NOTES:1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, ANDSTRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THESTRUCTURAL ENGINEER.2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDEA FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY.3. INSTALL CLEANOUTS PER SECTION 708 OF THE IPC. NOT ALL REQUIREDCLEANOUTS NECESSARILY SHOWN. COORDINATE ALL FINAL LOCATIONSWITH THE ARCHITECT PRIOR TO INSTALLATION.121334M2LV (E)3WC (E)31" HW34" HW34" CW5541 12" W6677EXISTING WASTE LINEEXISTING WASTE LINENEW WASTE LINE FROM WET BAR ABOVEWH-1 (E)ofwww.aec-vail.com
a
PO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620
Mechanical, Electrical & Lighting Design Services
Architectural Engineering Consultants
Telephone: 970-748-8520
ceDrawn By:Checked By:DATE:ISSUE:AEC PROJECT #:EAGLE COUNTY
CORONER
OFFICE REMODEL19028 An Office with LEED™ Accredited Professionals05/29/19PERMIT UPDATE 06/05/19FIRE ALARM UPDATE06/12/19BUILD / PERMIT UPDATE07/26/19PLUMBING UPDATE12/09/19EQUIPMENT UPDATE12/16/19BACKGROUND UPDATE04 61%/#+0.'8'.2.7/$+0)2.#05%#.'Ä2 NORTHMAIN LEVEL PLUMBING PLANSCALE: 1/4" = 1'0"EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E
SHEET DETAIL NOTES:ROUTE 34" HW, 34" CW DN, & 1 12" W DN.CONNECT 34" HW & 34" CW TO NEW SINK. CONNECT 1 12" W & 1 12" V TONEW SINK.ROUTE AND CONNECT TO WATER COOLER IF NECESSARY.COORDINATE WITH ARCH.ROUTE 3" V.U.T.R.GENERAL NOTES:1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, ANDSTRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THESTRUCTURAL ENGINEER.2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDEA FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY.3. INSTALL CLEANOUTS PER SECTION 708 OF THE IPC. NOT ALL REQUIREDCLEANOUTS NECESSARILY SHOWN. COORDINATE ALL FINAL LOCATIONSWITH THE ARCHITECT PRIOR TO INSTALLATION.12343124EXISTING GAS LINE TO EXISTING GAS HEATERTO REMAIN.ofwww.aec-vail.com
a
PO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620
Mechanical, Electrical & Lighting Design Services
Architectural Engineering Consultants
Telephone: 970-748-8520
ceDrawn By:Checked By:DATE:ISSUE:AEC PROJECT #:EAGLE COUNTY
CORONER
OFFICE REMODEL19028 An Office with LEED™ Accredited Professionals05/29/19PERMIT UPDATE 06/05/19FIRE ALARM UPDATE06/12/19BUILD / PERMIT UPDATE07/26/19PLUMBING UPDATE12/09/19EQUIPMENT UPDATE12/16/19BACKGROUND UPDATE04 61%0&(.1142.7/$+0)2.#05%#.'Ä2 NORTH2ND FLOOR PLUMBING PLANSCALE: 1/4" = 1'0"EXHIBIT DDocuSign Envelope ID: 7A8BE9BB-8B25-4C0F-99CF-873C9012182E