HomeMy WebLinkAboutRFP - 8330 PHOTO VOLTAIC SOLAR FOR NEW DOWNTOWN PARKING GARAGE (3)RFP 8330 Photovoltaic Solar for Downtown Parking Garage Page 1 of 15
REQUEST FOR PROPOSAL
8330 PHOTOVOLTAIC SOLAR FOR DOWNTOWN PARKING GARAGE
The City of Fort Collins is requesting proposals from qualified firms to provide materials and
install a PV (photovoltaic) solar system on the new Downtown Parking Garage. The successful
service provider will design and install a system in the range of 50 kW/DC based on the design
and system costs.
As part of the City’s commitment to Sustainable Purchasing, proposals submission via
email is preferred. Proposals shall be submitted in a single Microsoft Word or PDF file
under 20MB and e-mailed to: purchasing@fcgov.com. If electing to submit hard copy
proposals instead, five (5) copies, will be received at the City of Fort Collins' Purchasing
Division, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Proposals must be
received before 3:00 p.m. (our clock), June 23, 2016 and referenced as Proposal No. 8330.
If delivered, they are to be sent to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado
80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Please note,
additional time is required for bids mailed to the PO Box to be received at the Purchasing
Office.
The City encourages all Disadvantaged Business Enterprises (DBEs) to submit proposals in
response to all requests for proposals. No individual or business will be discriminated against
on the grounds of race, color, sex, or national origin. It is the City’s policy to create a level
playing field on which DBEs can compete fairly and to ensure nondiscrimination in the award
and administration of all contracts.
A pre proposal conference with representatives of prospective proposers will be held at
10 AM, on June 8, 2016, in the Operation Services 2nd floor conference room, 300 Laporte
Ave. Building B, Fort Collins, CO 80521.
Prospective proposers are invited to present their questions relative to this proposal at this
meeting.
Questions concerning the scope of the bid should be directed to Stu Reeve, Energy Manager, at
(970) 221-6274 or sreeve@fcgov.com.
Questions regarding bid submittal or process should be directed to Elliot Dale, Buyer, at
(970) 221-6777 or edale@fcgov.com.
All questions must be submitted in writing via email to Stu Reeve , with a copy to
Elliot Dale, no later than 5:00 PM our clock on June 14, 2016. Questions received after this
deadline will not be answered.
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
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A copy of the RFP may be obtained at www.rockymountainbidsystem.com.
The City of Fort Collins is subject to public information laws, which permit access to most
records and documents. Proprietary information in your response must be clearly identified and
will be protected to the extent legally permissible. Proposals may not be marked ‘Proprietary’ in
their entirety. All provisions of any contract resulting from this request for proposal will be
public information.
New Vendors:
The City requires new vendors receiving awards from the City to fill out and submit an IRS form
W-9 and to register for Direct Deposit (Electronic) payment. If needed, the W-9 form and the
Vendor Direct Deposit Authorization Form can be found on the City’s Purchasing website
at www.fcgov.com/purchasing under Vendor Reference Documents.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision-
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift,
gratuity favor, entertainment, kickback or any items of monetary value from any person who has
or is seeking to do business with the City of Fort Collins is prohibited.
Collusive or sham proposals: Any proposal deemed to be collusive or a sham proposal will be
rejected and reported to authorities as such. Your authorized signature of this proposal assures
that such proposal is genuine and is not a collusive or sham proposal.
The City of Fort Collins reserves the right to reject any and all proposals and to waive any
irregularities or informalities.
Utilization of Award by Other Agencies: The City of Fort Collins reserves the right to allow other
state and local governmental agencies, political subdivisions, and/or school districts to utilize the
resulting award under all terms and conditions specified and upon agreement by all parties.
Usage by any other entity shall not have a negative impact on the City of Fort Collins in the
current term or in any future terms.
Sustainability: Consulting firms/teams participating in the proposal are to provide an overview of
the organization’s philosophy and approach to Sustainability. In no more than two (2) pages
please describe how your organization strives to be sustainable in the use of materials,
equipment, vehicles, fuel, recycling, office practices, etc. The City of Fort Collins incorporates
the Triple Bottom Line into our decision process by including economic (or financial),
environmental, and social factors in our evaluation.
The selected Service Provider shall be expected to sign the City’s standard Agreement without
revision prior to commencing Services (see sample attached to this Proposal).
Sincerely,
Gerry S. Paul
Purchasing Director
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8330 PHOTOVOLTAIC SOLAR FOR DOWNTOWN PARKING GARAGE
SCOPE OF WORK
BACKGROUND
The new Downtown Parking Garage is a 40,000 SF/Floor three story parking garage located at
354 Walnut Street in Fort Collins, Co. The facility is scheduled for completion in the fall of 2017.
PROJECT DESCRIPTION
The City of Fort Collins, Operation Services Department, is seeking proposals from qualified
firms to install a PV (photovoltaic) solar system on the roof area structural support infrastructure
designed for this system. The Service Provider will design and install a system in the range of
50 kW/DC based on design and system costs. The City would like to maximize the on-site
energy production of the building. Architectural and Structural Drawings (Attachment 1) of the
facility are provided with this RFP to aid proposers in evaluating what PV equipment can be
successfully installed or what modification must be made to insure successful installation.
Conduit from the structural support to the main electrical room will be provided. These drawings
can be viewed at the end of this RFP document.
SCOPE OF SERVICES
• Service Provider to complete & pull all Utilities/Building Department permits.
• The system must be installed on the structural support as shown on the drawing layout.
• The system shall include all necessary materials and equipment to make it fully
functional. This includes but not limited to panels, mounting hardware, wiring, conduit
and mounting hardware, inverters, disconnects at panel and main garage power
disconnect on the outside of the parking structure.
• Structural support has been designed into the facility column stem to accommodate wind
and snow load. Upon award, consult with the structural engineer for confirmation on
final design.
• Provide complete installation services for a functional operating system.
• PV monitoring and status via remote access must be provided by the Service Provider
and is included in this project. Service Provider will submit specifications of monitoring
equipment, infrastructure required to attain monitoring (network drop, phone line, etc.)
and all associated ongoing fees for monitoring to be addressed.
• Ensure that all Fort Collins Utilities interconnection contracts and requirements are met.
The systems must comply with all applicable codes and all Fort Collins Utilities
requirements.
• Provide warranty information and documentation for all equipment installed.
• Provide as-built drawings and operation and maintenance manuals for all equipment
installed.
• Any structural modifications must be completed so as not to void warranties. Any
modifications done shall be reviewed by structural engineer and approved by the
manufacturer/installer representative. Any costs associated with this manufacturer
review shall be included in the proposal and paid for by the Service Provider.
• The Service Provider shall pay close attention to fit and finish and paint/hide/minimize
conduit runs exposed on the interior and exterior of the facility. Inverter location shall be
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convenient, but not obtrusive. The inverter location shall be a collaborative decision
between the City and the Service Provider as design review evolves.
• Project to be completed by October 2017.
• The City of Fort Collins will coordinate the Solar Rebate application process with Fort
Collins Utilities. Rebates are not to be included in proposal pricing.
• Please reference the attached drawing showing an example system design layout
(Attachment 1).
PROPOSAL SUBMITTAL REQUIREMENTS
• Provide an estimate of the total available installed capacity of the proposed equipment at
the new downtown parking garage. Provide an annual (by month) PV Watts estimate of
the PV systems kWh production. Provide these estimates for all proposed configurations
of panel layout (e.g. all south facing, maximum density east west configuration).
• Service Provider must be a member of the Colorado Solar Energy Industries Association
and equipment provided shall meet the Fort Collins Utilities Eligible Equipment List.
• Stamped structural drawings will be provided to the City for record.
• Provide 3 previous installations of similarly sized photovoltaic systems preferably on
parking garages and shade structures. Include the size of the system, number of
panels, kW/DC of electricity and owner contact information (Name, title, organization,
phone number, email address).
• Describe the impact if any, of the proposed use of any federal, state, or local tax
incentives or rebates.
• Describe any reorganization/restructuring, including purchases, sales, mergers and
name changes within your company within the past three years.
• Describe the ability of your selected inverter to provide or be retrofitted for smart inverter
functionality (adjustable transient ride through, voltage, VAR, and frequency control,
etc.).
COST SUBMITTAL REQUIREMENTS
• Provide itemized turnkey cost including breakdown for all design, materials, and
installation per the scope of work. Contractor must specify American or non-American
materials.
• The City desires to have American made materials. Contractor may provide costs for
either American made or non-American made or costs for both.
One alternative to the base system are also requested (optional):
1. Provide the complete system as a power purchase agreement (PPA). The PPA should
describe all the financial elements of the project, at a minimum including the proposed
per kWh electricity cost for years one through twenty and optional buyout information at
the prescribed milestones.
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SELECTION PROCESS & SCHEDULE
Pre-proposal meeting: 10:00 am June 8, 2016
Final day for questions: June 14, 2016
Proposal due date: June 23, 2016
Notify Consultants to be interviewed: Week of June 27th, 2016
Interviews: Week of July 11th, 2016
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PROPOSAL REVIEW AND ASSESSMENT
Professional firms will be evaluated on the following criteria. These criteria will be the basis for
review and assessment of the written proposals and optional interview session. At the
discretion of the City, interviews of the top rated firms may be conducted.
The rating scale shall be from 1 to 5, with 1 being a poor rating, 3 being an average rating, and
5 being an outstanding rating.
WEIGHTING
FACTOR QUALIFICATION STANDARD
2.0 Scope of Proposal
Does the proposal address all elements of the RFP?
Does the proposal show an understanding of the project
objectives, methodology to be used and
results/outcomes required by the project? Are there
any exceptions to the specifications, Scope of Work, or
agreement?
2.0 Assigned Personnel
Do the persons who will be working on the project have
the necessary skills and qualifications? Are sufficient
people of the requisite skills and qualifications assigned
to the project?
1.0 Availability
Can the work be completed in the necessary time? Can
the target start and completion dates be met? Are other
qualified personnel available to assist in meeting the
project schedule if required? Is the project team
available to attend meetings as required by the Scope
of Work?
1.0 Sustainability/TBL
Methodology
Does the firm demonstrate a commitment to
Sustainability and incorporate Triple Bottom Line
methodology in both their Scope of Work for the project,
and their day-to-day business operating processes and
procedures?
2.0
Cost and
Work Hours
Does the proposal included detailed cost break-down
for each cost element as applicable and are the line-
item costs competitive? Do the proposed cost and work
hours compare favorably with the Project Manager's
estimate? Are the work hours presented reasonable for
the effort required by each project task or phase?
2.0 Firm Capability
Does the firm have the resources, financial strength,
capacity and support capabilities required to
successfully complete the project on-time and in-
budget? Has the firm successfully completed previous
projects of this type and scope?
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Definitions
Sustainable Purchasing is a process for selecting products or services that have a lesser or
reduced negative effect on human health and the environment when compared with competing
products or services that serve the same purpose. This process is also known as
“Environmentally Preferable Purchasing” (EPP), or “Green Purchasing”.
The Triple Bottom Line (TBL) is an accounting framework that incorporates three dimensions of
performance: economic, or financial; environmental, and social. The generally accepted
definition for TBL is that it “captures the essence of sustainability by measuring the impact of an
organization’s activities on the world…including both its profitability and shareholders values
and its social, human, and environmental capital.”
REFERENCE EVALUATION (TOP RATED FIRM)
The Project Manager will check references using the following criteria. The evaluation rankings
will be labeled Satisfactory/Unsatisfactory.
QUALIFICATION STANDARD
Overall Performance Would you hire this Professional again? Did they
show the skills required by this project?
Timetable
Was the original Scope of Work completed within the
specified time? Were interim deadlines met in a
timely manner?
Completeness
Was the Professional responsive to client needs; did
the Professional anticipate problems? Were
problems solved quickly and effectively?
Budget Was the original Scope of Work completed within the
project budget?
Job Knowledge
a) If a study, did it meet the Scope of Work?
b) If Professional administered a construction
contract, was the project functional upon
completion and did it operate properly? Were
problems corrected quickly and effectively?
ATTACHMENTS:
Attachment 1: Architectural and Structural Drawings
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SERVICES AGREEMENT
THIS AGREEMENT made and entered into the day and year set forth below by and
between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter
referred to as the "City" and , hereinafter referred to as "Service Provider".
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed
by and between the parties hereto as follows:
1. Scope of Services. The Service Provider agrees to provide services in accordance with
the scope of services attached hereto as Exhibit "A", consisting of ( )
page and incorporated herein by this reference. Irrespective of references in Exhibit
A to certain named third parties, Service Provider shall be solely responsible for
performance of all duties hereunder.
2. The Work Schedule. [Optional] The services to be performed pursuant to this Agreement
shall be performed in accordance with the Work Schedule attached hereto as Exhibit "B",
consisting of ( ) page , and incorporated herein by this reference.
3. Time of Commencement and Completion of Services. The services to be performed
pursuant to this Agreement shall be initiated within ( ) days following
execution of this Agreement. Services shall be completed no later than . Time is of
the essence. Any extensions of the time limit set forth above must be agreed upon in a
writing signed by the parties.
4. Contract Period. This Agreement shall commence , 200 , and shall continue in
full force and effect until , 200 , unless sooner terminated as herein provided.
In addition, at the option of the City, the Agreement may be extended for additional one
year periods not to exceed ( ) additional one year periods. Renewals and
pricing changes shall be negotiated by and agreed to by both parties. Written notice of
renewal shall be provided to the Service Provider and mailed no later than thirty (30) days
prior to contract end.
5. Delay. If either party is prevented in whole or in part from performing its obligations by
unforeseeable causes beyond its reasonable control and without its fault or negligence,
then the party so prevented shall be excused from whatever performance is prevented by
such cause. To the extent that the performance is actually prevented, the Service
Provider must provide written notice to the City of such condition within fifteen (15) days
from the onset of such condition.
6. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the
City may terminate this Agreement at any time without cause by providing written notice of
termination to the Service Provider. Such notice shall be delivered at least fifteen (15)
days prior to the termination date contained in said notice unless otherwise agreed in
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writing by the parties. All notices provided under this Agreement shall be effective when
mailed, postage prepaid and sent to the following addresses:
Service Provider: City: Copy to:
Attn:
City of Fort Collins
Attn:
PO Box 580
Fort Collins, CO 80522
City of Fort Collins
Attn: Purchasing Dept.
PO Box 580
Fort Collins, CO 80522
In the event of early termination by the City, the Service Provider shall be paid for services
rendered to the date of termination, subject only to the satisfactory performance of the
Service Provider's obligations under this Agreement. Such payment shall be the Service
Provider's sole right and remedy for such termination.
7. Contract Sum. The City shall pay the Service Provider for the performance of this
Contract, subject to additions and deletions provided herein, ($ ) as per the
attached Exhibit " ", consisting of page , and incorporated herein by this
reference.
8. City Representative. The City will designate, prior to commencement of the work, its
representative who shall make, within the scope of his or her authority, all necessary and
proper decisions with reference to the services provided under this agreement. All
requests concerning this agreement shall be directed to the City Representative.
9. Independent Service provider. The services to be performed by Service Provider are
those of an independent service provider and not of an employee of the City of Fort
Collins. The City shall not be responsible for withholding any portion of Service Provider's
compensation hereunder for the payment of FICA, Workmen's Compensation or other
taxes or benefits or for any other purpose.
10. Subcontractors. Service Provider may not subcontract any of the Work set forth in the
Exhibit A, Statement of Work without the prior written consent of the city, which shall not
be unreasonably withheld. If any of the Work is subcontracted hereunder (with the
consent of the City), then the following provisions shall apply: (a) the subcontractor must
be a reputable, qualified firm with an established record of successful performance in its
respective trade performing identical or substantially similar work, (b) the subcontractor will
be required to comply with all applicable terms of this Agreement, (c) the subcontract will
not create any contractual relationship between any such subcontractor and the City, nor
will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work
of the subcontractor will be subject to inspection by the City to the same extent as the
work of the Service Provider.
11. Personal Services. It is understood that the City enters into the Agreement based on the
special abilities of the Service Provider and that this Agreement shall be considered as an
agreement for personal services. Accordingly, the Service Provider shall neither assign
any responsibilities nor delegate any duties arising under the Agreement without the prior
RFP 8330 Photovoltaic Solar for Downtown Parking Garage Page 10 of 15
written consent of the City.
12. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the
services shall not be construed to operate as a waiver of any rights or benefits provided to
the City under this Agreement or cause of action arising out of performance of this
Agreement.
13. Warranty.
a. Service Provider warrants that all work performed hereunder shall be performed with
the highest degree of competence and care in accordance with accepted standards for
work of a similar nature.
b. Unless otherwise provided in the Agreement, all materials and equipment incorporated
into any work shall be new and, where not specified, of the most suitable grade of their
respective kinds for their intended use, and all workmanship shall be acceptable to
City.
c. Service Provider warrants all equipment, materials, labor and other work, provided
under this Agreement, except City-furnished materials, equipment and labor, against
defects and nonconformances in design, materials and workmanship/workwomanship
for a period beginning with the start of the work and ending twelve (12) months from
and after final acceptance under the Agreement, regardless whether the same were
furnished or performed by Service Provider or by any of its subcontractors of any tier.
Upon receipt of written notice from City of any such defect or nonconformances, the
affected item or part thereof shall be redesigned, repaired or replaced by Service
Provider in a manner and at a time acceptable to City.
14. Default. Each and every term and condition hereof shall be deemed to be a material
element of this Agreement. In the event either party should fail or refuse to perform
according to the terms of this agreement, such party may be declared in default thereof.
15. Remedies. In the event a party has been declared in default, such defaulting party shall
be allowed a period of ten (10) days within which to cure said default. In the event the
default remains uncorrected, the party declaring default may elect to (a) terminate the
Agreement and seek damages; (b) treat the Agreement as continuing and require specific
performance; or (c) avail himself of any other remedy at law or equity. If the non-defaulting
party commences legal or equitable actions against the defaulting party, the defaulting
party shall be liable to the non-defaulting party for the non-defaulting party's reasonable
attorney fees and costs incurred because of the default.
16. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire
agreement between the parties and shall be binding upon said parties, their officers,
employees, agents and assigns and shall inure to the benefit of the respective survivors,
heirs, personal representatives, successors and assigns of said parties.
17. Indemnity/Insurance.
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a. The Service Provider agrees to indemnify and save harmless the City, its officers,
agents and employees against and from any and all actions, suits, claims, demands or
liability of any character whatsoever brought or asserted for injuries to or death of any
person or persons, or damages to property arising out of, result from or occurring in
connection with the performance of any service hereunder.
b. The Service Provider shall take all necessary precautions in performing the work
hereunder to prevent injury to persons and property.
c. Without limiting any of the Service Provider's obligations hereunder, the Service
Provider shall provide and maintain insurance coverage naming the City as an
additional insured under this Agreement of the type and with the limits specified within
Exhibit , consisting of one (1) page, attached hereto and incorporated herein by
this reference. The Service Provider before commencing services hereunder, shall
deliver to the City's Director of Purchasing and Risk Management, P. O. Box 580, Fort
Collins, Colorado 80522, one copy of a certificate evidencing the insurance coverage
required from an insurance company acceptable to the City.
18. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall constitute the entire Agreement of the parties. Covenants or
representations not contained in this Agreement shall not be binding on the parties.
19. Law/Severability. The laws of the State of Colorado shall govern the construction
interpretation, execution and enforcement of this Agreement. In the event any provision of
this Agreement shall be held invalid or unenforceable by any court of competent
jurisdiction, such holding shall not invalidate or render unenforceable any other provision
of this Agreement.
20. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et.
seq., Service Provider represents and agrees that:
a. As of the date of this Agreement:
1. Service Provider does not knowingly employ or contract with an illegal alien who
will perform work under this Agreement; and
2. Service Provider will participate in either the e-Verify program created in Public
Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th
Congress, as amended, administered by the United States Department of
Homeland Security (the “e-Verify Program”) or the Department Program (the
“Department Program”), an employment verification program established pursuant
to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of
all newly hired employees to perform work under this Agreement.
b. Service Provider shall not knowingly employ or contract with an illegal alien to perform
work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this
Agreement.
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c. Service Provider is prohibited from using the e-Verify Program or Department Program
procedures to undertake pre-employment screening of job applicants while this
Agreement is being performed.
d. If Service Provider obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien, Service
Provider shall:
1. Notify such subcontractor and the City within three days that Service Provider has
actual knowledge that the subcontractor is employing or contracting with an illegal
alien; and
2. Terminate the subcontract with the subcontractor if within three days of receiving
the notice required pursuant to this section the subcontractor does not cease
employing or contracting with the illegal alien; except that Service Provider 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.
e. Service Provider shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the “Department”) made in the course of an
investigation that the Department undertakes or is undertaking pursuant to the
authority established in Subsection 8-17.5-102 (5), C.R.S.
f. If Service Provider violates any provision of this Agreement pertaining to the duties
imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If
this Agreement is so terminated, Service Provider shall be liable for actual and
consequential damages to the City arising out of Service Provider’s violation of
Subsection 8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Service Provider violates this
provision of this Agreement and the City terminates the Agreement for such breach.
21. Special Provisions. Special provisions or conditions relating to the services to be
performed pursuant to this Agreement are set forth in Exhibit " " - Confidentiality,
consisting of one (1) page, attached hereto and incorporated herein by this reference.
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THE CITY OF FORT COLLINS, COLORADO
By:
Gerry Paul
Purchasing Director
DATE:
ATTEST:
City Clerk
APPROVED AS TO FORM:
Senior Assistant City Attorney
SERVICE PROVIDER'S NAME
By:
Printed:
Title:
CORPORATE PRESIDENT OR VICE PRESIDENT
Date:
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EXHIBIT
INSURANCE REQUIREMENTS
1. The Service Provider will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work
under this bid, the Service Provider shall furnish the City with certificates of insurance
showing the type, amount, class of operations covered, effective dates and date of
expiration of policies, and containing substantially the following statement:
“The insurance evidenced by this Certificate will not reduce coverage or limits and
will not be cancelled, except after thirty (30) days written notice has been received
by the City of Fort Collins.”
In case of the breach of any provision of the Insurance Requirements, the City, at its
option, may take out and maintain, at the expense of the Service Provider, such
insurance as the City may deem proper and may deduct the cost of such insurance from
any monies which may be due or become due the Service Provider under this
Agreement. The City, its officers, agents and employees shall be named as additional
insureds on the Service Provider 's general liability and automobile liability insurance
policies for any claims arising out of work performed under this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Service Provider shall
maintain during the life of this Agreement for all of the Service Provider's
employees engaged in work performed under this agreement:
1. Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident,
$500,000 disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Service Provider shall maintain
during the life of this Agreement such commercial general liability and automobile
liability insurance as will provide coverage for damage claims of personal injury,
including accidental death, as well as for claims for property damage, which may
arise directly or indirectly from the performance of work under this Agreement.
Coverage for property damage shall be on a "broad form" basis. The amount of
insurance for each coverage, Commercial General and Vehicle, shall not be less
than $1,000,000 combined single limits for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Service Provider shall
be responsible for any liability directly or indirectly arising out of the work
performed under this Agreement by a subcontractor, which liability is not covered
by the subcontractor's insurance.
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EXHIBIT
CONFIDENTIALITY
IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to
this Agreement (the “Agreement”), the Service Provider hereby acknowledges that it has been
informed that the City has established policies and procedures with regard to the handling of
confidential information and other sensitive materials.
In consideration of access to certain information, data and material (hereinafter individually and
collectively, regardless of nature, referred to as “information”) that are the property of and/or
relate to the City or its employees, customers or suppliers, which access is related to the
performance of services that the Service Provider has agreed to perform, the Service Provider
hereby acknowledges and agrees as follows:
That information that has or will come into its possession or knowledge in connection with the
performance of services for the City may be confidential and/or proprietary. The Service
Provider agrees to treat as confidential (a) all information that is owned by the City, or that
relates to the business of the City, or that is used by the City in carrying on business, and (b) all
information that is proprietary to a third party (including but not limited to customers and
suppliers of the City). The Service Provider shall not disclose any such information to any
person not having a legitimate need-to-know for purposes authorized by the City. Further, the
Service Provider shall not use such information to obtain any economic or other benefit for itself,
or any third party, except as specifically authorized by the City.
The foregoing to the contrary notwithstanding, the Service Provider understands that it shall
have no obligation under this Agreement with respect to information and material that (a)
becomes generally known to the public by publication or some means other than a breach of
duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed,
provided that the request for such disclosure is proper and the disclosure does not exceed that
which is required. In the event of any disclosure under (b) above, the Service Provider shall
furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and
shall promptly advise the City in writing of each such disclosure.
In the event that the Service Provider ceases to perform services for the City, or the City so
requests for any reason, the Service Provider shall promptly return to the City any and all
information described hereinabove, including all copies, notes and/or summaries (handwritten or
mechanically produced) thereof, in its possession or control or as to which it otherwise has
access.
The Service Provider understands and agrees that the City’s remedies at law for a breach of the
Service Provider’s obligations under this Confidentiality Agreement may be inadequate and that
the City shall, in the event of any such breach, be entitled to seek equitable relief (including
without limitation preliminary and permanent injunctive relief and specific performance) in
addition to all other remedies provided hereunder or available at law.
Project Number:
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
LAT:40° 58'N LON:105° 07'W
WALNUT STREET 354, LLC
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
PARKING
GARAGE
OWNER
DOWNTOWN FORT COLLINS PARKING GARAGE
13 MAY 2016
GMP/ PERMIT SET
165 CHESTNUT ST. FORT COLLINS, COLORADO 80524
21129.02
Attachment 1
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 10:35:34 AM
G000
SHEET INDEX
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SHEET INDEX
SHEET
NUMBER SHEET NAME
13 MAY 2016 GMP/ PERMIT SET
1 GENERAL
G0 COVER O
G000 SHEET INDEX O
G011 GENERAL INFORMATION O
G021 CODE SUMMARY O
G100 CODE ANALYSIS - FIRE SEPARATION DISTANCE O
G101 CODE ANALYSIS - FIRE RATED WALLS O
G102 CODE ANALYSIS - FIRE RATED WALLS O
G103 CODE ANALYSIS - FIRE RATED WALLS O
G201 CODE ANALYSIS - EGRESS & TRAVEL DISTANCE O
G202 CODE ANALYSIS - EGRESS & TRAVEL DISTANCE O
X
101
ROOM NAME
101
X
A3
EL=
LEVEL
X' - X"
ROOM NUMBER
DOOR TYPE NUMBER
WINDOW TYPE
NUMBER
REVISION NUMBER 1
ELEVATION HEIGHT
FLOOR LEVEL OR
DATUM DESCRIPTION
EL=
LEVEL
X' - X"
CLEAR HEIGHT
FINISH CEILING OR
SOFFIT DESCRIPTION
SHEET NUMBER
DRAWING NUMBER
X
XXXX
XXXX
X
X
X
X
SHEET NUMBER
SHEET NUMBER
DRAWING NUMBER
ROOM IDENTIFICATION
DOOR IDENTIFICATION
WINDOW IDENTIFICATION
REVISION NOTE REFERENCE
LEVEL OR DATUM ELEVATION
CEILING HEIGHT REFERENCE
BUILDING SECTION REFERENCE
EXTERIOR ELEVATION REFERENCE
INTERIOR ELEVATION REFERENCE
1 / A101
SHEET NUMBER 1 / A101
DRAWING
NUMBER
MATCHLINE
GRID LINE
GRID LETTER BUILDING TRANSVERSE GRID
GRID NUMBER X BUILDING LONGITUDINAL GRID
WALL TYPE REFERENCE
WALL TYPE NUMBER
WALL
LOCATION TAIL
X
XXXX
X
XXXX
GOVERNING CODES
ARCHITECTURAL DESIGN: 2012 INTERNATIONAL BUILDING CODE (IBC)
STRUCTURAL DESIGN: 2012 INTERNATIONAL BUILDING CODE (IBC)
MECHANICAL, PLUMBING, AND FIRE PROTECTION DESIGN:
2012 INTERNATIONAL MECHANICAL CODE (IMC)
2012 INTERNATIONAL PLUMBING CODE (IPC)
2012 INTERNATIONAL FIRE CODE, AS REFEREED BY IBC (IFC)
2012 INTERNATIONAL FUEL GAS CODE (IFGC)
2001 NFPA - 15
2002 NFPA - 13, 13D, 13R, 17, 17A, 24, 25, & 72
2003 NFPA - 14, 16, 20, 22. & 750
2004 NFPA - 12a, 409, 423, & 2001
2005 NFPA - 11 & 12
2006 NFPA - 1
ELECTRICAL DESIGN: 2014 NATIONAL ELECTRICAL CODE (NEC)
ENERGY CONSERVATION DESIGN: 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
ACCESSIBILITY DESIGN: ICC/ANSI A117.1 - 2009
ELEVATOR DESIGN: 2007 ASME A17.1 - 2007: SAFETY CODE FOR ELEVATORS AND ESCALATORS
AMENDMENTS: LOCAL AMENDMENTS
FIRE DISTRICT: POUDRE FIRE AUTHORITY
CODE SUMMARY
BUILDING ADDRESS: 165 CHESTNT ST. FORT COLLINS, CO 80524
USE AND OCCUPANCY CLASSIFICATIONS - CHAPTER 3
M: RETAIL (IBC 309.1)
S-2: PARKING GARAGE, OPEN (IBC SECTION 311.3)
DESIGN OCCUPANT LOAD (IBC TABLE 1004.1.2)
FUNCTION OF SPACE FL. AREA(SF)/OCC.
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOMS 300 SF GROSS
MERCANTILE - RETAIL 30 SF GROSS
PARKING GARAGES 200 SF GROSS
CONSTRUCTION TYPE: IB OPEN PARKING GARAGE (IBC TABLE 503)
IB RETAIL / OFFICE (IBC TABLE 506)
ALLOWABLE BUILDING HEIGHT: GROUP S-2 OPEN PARKING GARAGE
STORIES = 11, ACTUAL = 3 STORIES)
HEIGHT = 160', ACTUAL = 38'-8" AT ELEVATOR TOWER
GROUP M RETAIL
GROUP B OFFICE
ALLOWABLE BUILDING AREA: RETAIL (GROUP M)
TYPE IIB
2 STORIES
12,500 SF
OPEN PARKING GARAGE (GROUP S-2)
TYPE IB
8 TIERS
50,000 SF (PER TIER)
AREA SUMMARY AREA OF OPEN PARKING GARAGE OCCUPANCY TYPE
LEVEL 01: 37,320 SF S-2
LEVEL 01: 2,650 SF M
LEVEL 02: 39,607 SF S-2
LEVEL 03: 39,607 SF S-2
TOTAL: 119,184 SF
FIRE DISTRICT: POUDRE FIRE AUTHORITY
FIRE RESISTANCE RATING REQUIREMENTS - GARAGE TYPE IIB (IBC TABLE 601)
MAXIMUM AREA OF EXTERIOR WALL OPENINGS (IBC TABLE 705.8)
0' TO LESS THAN 3' FIRE SEPARATION DISTANCE = NOT PERMITTED (UP, NS)
3' TO LESS THAN 5' FIRE SEPARATION DISTANCE = NOT PERMITTED (UP, NS)
5' TO LESS THAN 10' FIRE SEPARATION DISTANCE = 10% (UP, NS)
10' TO LESS THAN 15' FIRE SEPARATION DISTANCE = 15% (UP, NS)
15' TO LESS THAN 20' FIRE SEPARATION DISTANCE = 25% (UP, NS)
UP
FD
FD FD
FD
FD FD
FD
FD FD
FD FD
FD
UP
.
MAX. AREA OF EXTERIOR. WALL OPENINGS
BASED ON FIRE SEPARATION DISTANCE. (IBC
TABLE 705.8)
FIRE SEPARATION DISTANCE 30' & ABOVE
UNPROTECTED, NONSPRINKLERED (UP, NS)
ALLOWABLE AREA: NO LIMIT
C.L.
ROW.
CHESTNUT STREET
JEFFERSON STREET
(100' ROW)
(100' ROW)
OLD FIREHOUSE ALLEY
C.L.
ROW.
54'-5 5/8"
56'-5 5/8"
.
MAX. AREA OF EXTERIOR. WALL OPENINGS
BASED ON FIRE SEPARATION DISTANCE. (IBC
TABLE 705.8)
FIRE SEPARATION DISTANCE 30' & ABOVE
UNPROTECTED, NONSPRINKLERED (UP, NS)
ALLOWABLE AREA: NO LIMIT
26'-10 5/8"
14'-7 5/8"
18'-6 1/8"
36'-10 1/8"
C.L.
ROW.
21'-4 1/2"
19'-0 7/8"
5'-6"
5'-10 1/2"
P.L.
P.L.
P.L.
P.L.
.
MAX. AREA OF EXTERIOR. WALL OPENINGS
BASED ON FIRE SEPARATION DISTANCE. (IBC
TABLE 705.8)
FIRE SEPARATION DISTANCE 20' TO 25'
UNPROTECTED, NONSPRINKLERED (UP, NS)
ALLOWABLE AREA: 45%
OPEN PARKING EXCEPTION: NO LIMIT
.
MAX. AREA OF EXTERIOR. WALL OPENINGS
BASED ON FIRE SEPARATION DISTANCE. (IBC
UP
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
UP
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
FUNCTION:
76 SF
MECHANICAL
300 SF
1
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
FUNCTION:
1127 SF
STORAGE
300 SF
4
S-2
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
FUNCTION:
2650 SF
FUTURE RETAIL
30 SF
88
M
RETAIL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
95
.15"/OCC = 14.25" < 38" ACTUAL
.30"/OCC = 28.5" < 48" ACTUAL
MECH.
ROOM
STAIR 02
FUTURE
RETAIL
STORAGE
ROOM
SERVER
ROOM
UP DN
DN
UP
FD
FD FD
FD
FD FD FD
FD
FD
FD
FD
FD
FD
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
99
.15"/OCC = 14.85" < 36" ACTUAL
.30"/OCC = 29.7" < 48" ACTUAL
99
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
FUNCTION:
39619 SF
PARKING
200 SF
198
S-2
PARKING
99
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 01
99
.15"/OCC = 14.85" < 68" ACTUAL
.30"/OCC = 29.7" < 48" ACTUAL
ELEV.
STAIR 01
STAIR 02
FIRE RESISTANCE - RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE FIRE
RESISTIVE
RATING (1)
FIRE
DAMPER
RATING (2)
SMOKE
DAMPER
RATING (3)
FIRE DOOR
/ SHUTTER
RATING (4)
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5 FEET SHALL BE
RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION DISTANCE < OR = 5 FEET, SUCH WALLS
SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH SIDES.
DN
DN
FD FD
FD FD
SHEET NOTES:
1. SEE A500 SERIES FOR WALL TYPES.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE FACE
OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WILL BE 2HR
RATED
4.
FIRE RESISTANCE - RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE FIRE
RESISTIVE
RATING (1)
FIRE
DAMPER
RATING (2)
SMOKE
DAMPER
RATING (3)
FIRE DOOR
/ SHUTTER
RATING (4)
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5 FEET SHALL BE
RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION DISTANCE < OR = 5 FEET, SUCH WALLS
SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT ARE
SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED CONSTRUCTION.
WALLS SEPARATING
DWELLING UNITS OR
SLEEPING UNITS, AND
OCCUPANCY
SEPARATIONS
CLASSIFICATION PER IBC
302
1 HR 1 HR
EXTERIOR WALL @
TRANSFORMER AND
GENERATOR
3 HR NR NOT
REQUIRED
NA
NOT 20 MIN
REQUIRED
FIRE WALL
DESIGN
OCCUPANCY
LOAD
FIRE
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
UP
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
125' MAX GROUP R-2 NFPA 13
OVERALL DIAGONAL DIMENSION
DISTANCE BETWEEN EXITS (NONSPRINKLERED
> 1/2 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, I-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200' 250'
200' 300'
300' 400'
150' 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-4, H-5, I-1, I-3, I-4, R
S
49
10 (20 WITHIN R-2 DWELLING UNIT)
29
OCCUPANCY COMMON PATH OF EGRESS
A,M,R-1
B,S-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE
EXIT OCCUPANT LOAD
LONGEST DIAGONAL = 274'-11"
(1/2 DIAGONAL = 137'-5 1/2")
EXIT TRAVEL DISTANCE = 91' - 5"
(<300'-0" MAX.)
EXIT DISTANCE = 250'-11"
MIN. EXIT DISTANCE = 137'-5 1/2"
EXIT TRAVEL DISTANCE = 162' - 10"
(<300'-0" MAX.)
EXIT TRAVEL DISTANCE = 52' - 1"
(<300'-200 0" MAX.)
EXIT TRAVEL DISTANCE = 50' - 2"
(<300'-200 0" MAX.)
EXIT TRAVEL DISTANCE = 50' - 11"
(<300'-200 0" MAX.)
COMMON PATH OF EGRESS TRAVEL = 99' - 0"
UP DN
DN
UP
FD
FD FD
FD
FD FD FD
FD
FD
FD
FD
FD
FD
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
125' MAX GROUP R-2 NFPA 13
OVERALL DIAGONAL DIMENSION
DISTANCE BETWEEN EXITS (NONSPRINKLERED
> 1/2 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, I-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200' 250'
200' 300'
300' 400'
150' 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-4, H-5, I-1, I-3, I-4, R
S
49
10 (20 WITHIN R-2 DWELLING UNIT)
29
OCCUPANCY COMMON PATH OF EGRESS
A,M,R-1
B,S-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE
EXIT OCCUPANT LOAD
LONGEST DIAGONAL = 274'-11"
(1/2 DIAGONAL = 137'-5 1/2")
EXIT DISTANCE = 235'-2"
MIN. EXIT DISTANCE = 137'-5 1/2"
EXIT TRAVEL DISTANCE = 189' - 6"
(<300'-0" MAX.)
EXIT TRAVEL DISTANCE = 187' - 3"
(<300'-0" MAX.)
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
DN
DN
FD FD
FD FD
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
125' MAX GROUP R-2 NFPA 13
OVERALL DIAGONAL DIMENSION
DISTANCE BETWEEN EXITS (NONSPRINKLERED
> 1/2 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, I-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200' 250'
200' 300'
300' 400'
150' 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-4, H-5, I-1, I-3, I-4, R
S
49
10 (20 WITHIN R-2 DWELLING UNIT)
29
OCCUPANCY COMMON PATH OF EGRESS
A,M,R-1
B,S-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE
EXIT OCCUPANT LOAD
LONGEST DIAGONAL = 274'-11"
(1/2 DIAGONAL = 137'-5 1/2")
EXIT DISTANCE = 235'-2"
MIN. EXIT DISTANCE = 137'-5 1/2"
EXIT TRAVEL DISTANCE = 124' - 8"
(<300'-0" MAX.)
EXIT TRAVEL DISTANCE = 126' - 3"
(<300'-0" MAX.) 4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
2" U.N.O.
EQ EQ
4" TYP
3' - 6"
TYP
2"
LIGHT SWITCH
DIMMER
4' - 0"
THERMOSTAT
1' - 4"
MIN
2"
ELEC. RECEPTACLE / JUNCTION
BOX / TELEPHONE / DATA
OUTLET
6' - 8"
STROBE LIGHT AND HORN
HANDLE
4' - 0"
FIRE ALARM PULL STATION
F.E.C.
FINISH FLOOR
ACCESSIBILITY NOTES
DIMENSIONS AND NOTES ARE
TYPICAL THROUGHOUT PROJECT
UNLESS NOTED OTHERWISE.
1.
DIMENSIONS AND STANDARDS
COINCIDE WITH ICC / ANSI
A117.1-2003.
2.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
UP
UP
FD
FD FD
FD
FD FD
FD
FD FD
FD FD
FD
UP
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
JEFFERSON STREET
FIREHOUSE ALLEY
CHESTNUT STREET
ADJACENT HOTEL
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
TO P.L.
6' - 6"
TO P.L.
4' - 7 3/4"
TO P.L.
16' - 8 1/4"
TO P.L.
24' - 5 5/8"
TO P.L.
4' - 2 1/2"
TO P.L.
7' - 11 3/4"
TO P.L.
2' - 2 7/8"
TO P.L.
18' - 8 1/4"
TO P.L.
5' - 8 3/4"
TO P.L.
21' - 8 1/2"
TO P.L.
2 1/4"
TO P.L.
5"
A.4
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
UP
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
UP
4 A200
A200
A200
A200
2
3
1
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
1
A250
1
A250
4' - 2" 18' - 4" 36' - 1" 62' - 6" 19' - 1" 19' - 1" 16' - 3"
16' - 7" 22' - 5" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 24' - 9 7/8"
1' - 0 1/8"
13' - 2"
3 SPACES
16 SPACES
16 SPACES
11 SPACES
5 SPACES
6 SPACES
5 SPACES
POTENTIAL RETAIL/OFFICE FLEX SPACE
RAMP DOWN
5" RAMP ON GRADE W/ FIBROUS
REINFORCING RE. STRUCT.
VAN
VAN
PUBLIC PARKING
RETAIL/OFFICE FLEX SPACE
ELEV
3
A250
3
A250
61' - 10"
1.9%
1.9%
5.7% DN
5
UP DN
DN
UP
FD
FD FD
FD
FD FD FD
FD
FD
FD
FD
FD
FD
4 A200
A200
A200
A200
2
3
1
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
1
A250
1
A250
11 SPACES
18 SPACES
16 SPACES
9 SPACES
9 SPACES
16 SPACES
19 SPACES
11 SPACES
16' - 7" 22' - 5" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 24' - 9 7/8"
1' - 0 1/8"
13' - 2"
4' - 2" 18' - 4" 36' - 1" 62' - 6" 19' - 1" 19' - 1" 16' - 3"
4 SPACES
4 SPACES
3
A250
3
5 A250
PAY STATION (ALTERNATE)
EMERGENCY CALL BOX
(ALTERNATE)
PAY STATION (ALTERNATE)
EMERGENCY CALL BOX
(ALTERNATE)
A.3
F.6 F.6
A701
2
DN
DN
FD FD
FD FD
4 A200
A200
A200
A200
2
3
1
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
1
A250
1
A250
RAMP DOWN
6.67% DN
19 SPACES
16 SPACES
16 SPACES
18 SPACES
11 SPACES
11 SPACES
5 SPACES
9 SPACES
9 SPACES
16' - 7" 22' - 5" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 24' - 9 7/8"
1' - 0 1/8"
13' - 2"
4' - 2" 18' - 4" 36' - 1" 62' - 6" 19' - 1" 19' - 1" 16' - 3"
3
A250
3
A250
RAMP UP
6.67% UP
5
PAY STATION
EMERGENCY CALL BOX
PAY STATION (ALTERNATE)
EMERGENCY CALL BOX
(ALTERNATE)
A.3
F.6
A701
3
A702
3
6" DIA. BOLLARD
WS-3
WS-3
2
FD FD
FD FD
4 A200
A200
A200
A200
2
3
1
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
PV ARRAY (ALTERNATE)
20'-4" X 150'-6" = 3060 SF
PV ARRAY (ALTERNATE)
20'-4" X 150'-6" = 3060 SF
A.3
F.6
5 A250
1/2" /12" MIN.
1/2" /12" MIN.
1/2" /12" MIN.
1/2" /12"
MIN.
1/2" /12" MIN.
A250
6
6" DOWNSPOUT AND SCUPPER
TO MATCH METAL PANEL
6" DOWNSPOUT AND SCUPPER
TO MATCH METAL PANEL
A.4
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
G F E D C B A
1
A250
1
A250
METAL GRATE W/ GALVANIZED
STEEL FRAME
BRICK VENEER
INTEGRAL COLOR PRECAST CONCRETE
SPANDREL
METAL GRATE WITH
GALVANIZED STEEL FRAME
ALUMINUM STOREFRONT
CONCRETE PLANTERS W/
PREFINISHED GALVANIZED FLOWERS REF. LANDSCAPE
METAL COPING
GALV. STEEL 'C' CHANNEL
CONTINUOUS STEEL PLATE FIN
A309
1
A308
1
F.6 A.3
GALVANIZED STEEL C CHANNEL CANOPY
W/ METAL GRATE INFILL PANELS
T.O. PANEL EL = 103' - 9"
T.O. PANEL EL = 107' - 0"
T.O. PANEL EL = 129' - 5"
T.O. PANEL EL = 118' - 9"
T.O. PANEL EL = 129' - 5"
2
A250
2
A250
CONTINUOUS PRECAST REVEAL
PV ARRAY BEYOND
(ALTERNATE)
D2
DASHED LINE OF ROOF BEYOND
DASHED LINE OF BRICK
LEDGE BELOW - RE: STRUCT
E1 F1 E1 F1 E1 F1
A1 C C C C C C A2 A2 A2
E2 F2 E3 F3 E3 F3 E3
G H H H H H H H H H H H H H G
OVERFLOW DRAIN DOWNSPOUT NOZZLE
- CENTER ON BRICK PILASTER, TYP.
A.4
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
1 1.3 1.6 2 3 3.7 4
3
A250
3
A250
5
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
A B C D E F G
1
A250
1
A.3 A250 F.6
2
A250
2
A250
A250
4
CABLE GUARDS BETWEEN
SPANDREL PANELS - 42" MIN AFF
WITH 4" MAX SPACING, TYP. - RE.
STRUCT.
A.4
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
1 1.3 1.6 2 3 3.7 4
3
A250
3
A250
5
3' - 0" CLR. 3' - 0" CLR.
LEVEL 01
100' - 0"
WS-5
SLOPE
SLOPE
CONCRETE WALL BEYOND
SIM.
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
4
A301
3
A301
5
A301
7
A301
8
A301
6
A301
2
A301
PRECAST COLOR 1
PRECAST COLOR 2 ONLY IN
AREAS BEHIND SCREENS
1/2" PRECAST REVEAL
- REFER 8A606 /
A511
5
CANOPY SUPPORTS,
RE. STRUCT.
WS-1A
WS-1B
SIM. SIM.
05 12 00.a
SIGNAGE TO BE APPROVED
EQ EQ 5' - 10"
5' - 7"
8'-4" CLR.
VEHICLE CRASH BAR
METAL GRATE WITH GALVANIZED
STEEL FRAME
CONT. STEEL PLATE FIN
03 40 00.a
03 40 00.a
03 40 00.a
1'-1" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-1"
11" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"
1'-0" 1'-0" 1'-0"
G
A511
1
A604
2
WS-1A
WS-1B
SIM. SIM.
A601
4
T.O. PANEL EL = 129' - 5"
A606
11
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
5 4 3.7
2
A302
4
A302
5
A302
6
A302
WS-1A
WS-2
WS-1B
3
A302
7
A302
STEEL CANOPY, RE. STRUCT.
03 30 00.0
WS-6
05 12 00.a
03 30 00.c
03 40 00.a
1/2" PRECAST REVEAL
- REFER 8 / A606
CAST STONE CAP
03 40 00.a
08 43 13.e
08 43 13.d
METAL GRATE WITH GALVANIZED
STEEL FRAME TO SUPPORT "GREEN
SCREEN" SYSTEM VINES
G
A601
1
A605
1
A605
2
A605
3
T.O. STEEL EL = 110' - 10 1/2"
FINISHED FLOOR EL = 102' - 6"
3.7
G
2
A302
3.7
G
2
A302
A602
4
UP
DN
UP
DN
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
1 1.3
2
A303
3
A303
4
A303
5
A303
6
A303
SIGNAGE TO BE APPROVED
GALV. STEEL CANOPY,
RE. STRUCT.
03 30 00.0
08 43 13.e
08 43 13.d
WS-3
T.O. STEEL EL = 111' - 8"
A605
3
A605
1
A605
4
A.4
WS-3
WS-3
WS-3
A605
5
A601
1
T.O. STEEL EL = 111' - 8"
A605
1
A605
2
A605
3
A.4
WS-3
WS-3
1 1.3
2
A303
3
A602 A303
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
F
G
2
A304
3
A304
4
A305
1
A305
2
A305
3
A305
F.6
SIGNAGE TO BE
APPROVED
WS-1A
STEEL CANOPY, RE. STRUCT.
03 40 00.a
03 40 00.a
03 30 00.n
08 43 13.e
08 43 13.d
9
A606
T.O. PARAPET CAP EL = 143' - 8"
WS-3
WS-2
WS-1B
05 12 00.a
A601
1
T.O. STEEL EL = 110' - 10 1/2"
A605
2
A605
1
A605
3
T.O. STEEL EL = 110' - 10 1/2"
A605
1
A605
3
A605
4
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
UP
UP
F 2 G
A304
3
A304
4
A305
F.6
A603
5
A603
1
A603
3
F 2 G
A304
3
A304
4
A305
F.6
35' - 0 3/8"
8' - 7 1/8"
3' - 10 1/2"
A603
2
A603
4
A603
6 A603
10
F 2 G
A304
3
A304
4
A305
F.6
A603
2
A603
7
PRECAST PARAPET CAP BELOW
GALVANIZED STEEL PLATE FIN BELOW
A603
10
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
A605
5
A601
3
ELEVATOR PIT LADDER
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
F
3
A306
2
A306
4
A306
5
A306
6
A306
WS-1A
WS-1B
WS-2
05 12 00.a
03 40 00.a
1/2" PRECAST REVEAL -
REFER
05 50 00.f
8A606 /
CAST STONE CAP
1'-0" 1'-0" 1'-0" 1'-1"
4 5
WS-1A
WS-1B
WS-1B
WS-5
T.O. STEEL EL = 114' - 4"
WS-2
A601
4
SIM.
A605
6
A605
7
A604
3
SIM.
A605
8
A604
5
A511
1
TYP.
T.O. PANEL EL = 129' - 5"
T.O. PARAPET CAP EL = 124' - 6"
T.O. SILL EL = 106' - 4"
T.O. PANEL EL = 118' - 9"
4 5
WS-1B
WS-1A
WS-5
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
D
2
A307
3
A307
6
A307
7
A307
8
A307
5
A307
4
A307
WS-1A
WS-2 WS-2
WS-1B WS-1B
05 12 00.a
03 40 00.a
05 12 00.a
1/2" PRECAST REVEAL
- REFER 8 / A606
4 5
A604
5
A605
8
A511
1
TYP.
A601
4
A605
6
A605
7
A604
3
SIM.
T.O. PANEL EL = 129' - 5"
T.O. PARAPET CAP EL = 124' - 6"
T.O. SILL EL = 106' - 4"
T.O. PANEL EL = 118' - 9"
T.O. STEEL EL = 114' - 4"
FINISHED FLOOR EL = 102' - 7"
4 5
A604
5
A601
4
A511
1
TYP.
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
2
A308
3
A308
4
A308
5
A308
A.3
03 30 00.0
03 40 00.a
08 43 13.d
08 43 13.e
STEEL CANOPY,
RE. STRUCT.
1.3 1 A.4
A601
1
A605
1
A605
2
A605
3
1
2
A308
A.4
1
2
A308
A602
7
SIM.
A.4
1
2
A308
A602
7
SIM.
A.4
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
F 2
A309
4
A309
3
A309
7
A309
6
A309
5
A309
WS-1B
WS-1A
WS-2
WS-1B
05 12 00.a
03 40 00.a
1/2" PRECAST REVEAL
- REFER 8 / A606
METAL GRATE WITH
GALVANIZED STEEL FRAME
CAST STONE CAP
METAL GRATE WITH
GALVANIZED STEEL FRAME
PRECAST COLOR 2 ONLY
BEHIND METAL SCREENS
1
A511
1
TYP.
A606
1
A606
2
A601
4
SIM.
T.O. PANEL EL = 129' - 5"
T.O. STEEL EL = 112' - 4 1/2"
T.O. PARAPET CAP EL = 119' - 6"
T.O. PANEL EL = 118' - 9"
T.O. SILL EL = 103' - 0"
T.O. PANEL EL = 103' - 9"
A604
5
SIM.
1
A601
4
SIM.
T.O. PANEL EL = 129' - 5"
T.O. PARAPET CAP EL = 119' - 6"
T.O. PANEL EL = 118' - 9"
SECTION
4" TYP.
04 20 00.a MASONRY VENEER
07 21 00.a 1-1/2" BOARD INSULATION
STUD
6"
STUD
3 5/8"
F.O. STUD
6 3/4"
07 25 00.a WEATHER/AIR BARRIER
04 20 00.d MASONRY ANCHORAGE
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
07 21 00.b R-13 BATT INSULATION (3-1/2")
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
07 21 00.a 1-1/2" BOARD INSULATION
07 21 00.b R-13 BATT INSULATION (3-1/2")
07 25 00.a WEATHER/AIR BARRIER
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
PLAN
1" AIRSPACE, TYP.
1" AIRSPACE, TYP.
05 40 00.a 3-5/8" METAL STUD FRAMING, RE: STRUCT.
04 20 00.a MASONRY VENEER
05 40 00.a 3-5/8" METAL STUD FRAMING, RE: STRUCT.
F.O. STUD
6 3/4"
STUD
3 5/8"
STUD
6"
NOTE: NO RIGID OR BATT INSULATION AT SIM. CONDITION
07 25 00.a WEATHER/AIR BARRIER
PLAN
SECTION
07 25 00.a WEATHER/AIR BARRIER
07 42 13.a INTERLOCKING METAL WALL PANEL
07 42 13.a INTERLOCKING METAL WALL PANEL
03 30 00.c CONC. WALL, RE: STRUCT
03 30 00.c CONC. WALL, RE: STRUCT
8" 1 7/8"
05 40 00.c 7/8" METAL FURRING CHANNEL
05 40 00.c 7/8" METAL FURRING CHANNEL
8" 1 7/8"
NOTE: CMU AT SIM. CONDITION
SECTION
4"
04 20 00.a MASONRY VENEER
07 21 00.a 1-1/2" BOARD INSULATION
STUD
6"
F.O. STUD
6 3/4"
07 25 00.a WEATHER/AIR BARRIER
04 20 00.d MASONRY ANCHORAGE
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
07 21 00.b R-13 BATT INSULATION (3-1/2")
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
07 21 00.a 1-1/2" BOARD INSULATION
07 21 00.b R-13 BATT INSULATION (3-1/2")
07 25 00.a WEATHER/AIR BARRIER
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
PLAN
SECTION
07 21 00.a 1-1/2" BOARD INSULATION
07 25 00.a WEATHER/AIR BARRIER
07 21 00.b R-13 BATT INSULATION (3-1/2")
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
03 45 00.d PRECAST CONCRETE ATTACHMENT
6"
F.O. STUD
5 1/8"
1" AIR SPACE, TYP.
2"
2"
03 45 00.d PRECAST CONCRETE ATTACHMENT
6"
F.O. STUD
5 1/8"
1" AIRSPACE, TYP.
SECTION
04 20 00.l CONCRETE MASONRY UNIT
2'-10" T.O. BASE
CONCRETE BASE AT SIM. CONDITION
PLAN
04 20 00.l CONCRETE MASONRY UNIT
FINISHED FLOOR
7 5/8"
ALIGN OUTSIDE WALL
7 5/8"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
SHEETNOTES:
1.ALL DIMENSIONS PROVIDED ARE TO
ROUGH OPENINGS (R.O.) ACTUAL
WINDOW SIZES SHALL BE DETERMINED BY
WINDOW MFGR, TAKING INTO
ACCOUNT THEIR REQ'D SHIM SPACE. SUBMIT
FRAME SIZES & R.O. FOR
REVIEW PRIOR TO FABRICATION.
2. VERIFY ALL DIMENSIONS IN FIELD.
3. ALL STOREFRONTS SHOWN ARE USING
6.5" DEEP FRAMES.
4.REFER TO DETAIL FOR METAL
INSERTS
GLAZING LEGEND:
T = TEMPERED GLASS
M = METAL INSERT (REPLACING GLASS )
3A606 /
33' - 4"
4'-11 1/4" 2'-0" 4'-11 1/4"
11' - 10 1/2"
T T T
T T T
T T T
T T T
T T T
T T T
T T T
T T T
T T T
M
M
M
M
M
11 3/4"
4'-11 1/4" 1'-6" 3'-3 1/2" 1'-0"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-1"
1'-1 1/4" 1/2"
2'-4"
10 1/2"
4'-8"
1'-11 1/4"
33' - 4"
1'-11 1/4"
4'-8"
10 1/2"
2'-4"
1'-1 1/4"
4'-11 3/4" 1'-6" 3'-1"
1'-1 1/4"
4'-11 3/4" 1'-6" 3'-3 1/2" 1'-0" 11 3/4"
2'-0" 6'-0 1/4" 2'-0" 6'-0 1/4"
T
T
T
T
T
T
T
C A2 A1
LEVEL 01
100'-0"
2' - 7" 25' - 1"
5' - 5 1/2"
EQ EQ EQ EQ
5' - 5 1/2"
3' - 10" 23' - 10"
19' - 4" 8' - 4"
EQ EQ
5' - 5 1/2"
8' - 2" 1' - 0" 2' - 0" 1' - 0" 10' - 7" 1' - 4"
1' - 0" 2' - 0" 1' - 0" 10' - 7" 1' - 4"
1'-4"
1" 1" 10'-4 1/4" 1"
7'-11 1/4" 1"
1"
2'-4 5/8" 2'-4 5/8" 1"
1" 2'-4 5/8" 2'-4 5/8"
1"
1" 10'-4 1/4"
1" 7'-6 5/8" 1"
1"
1" 2'-4 5/8" 2'-4 5/8" 1"
1" 2'-4 5/8" 2'-4 5/8"
1"
1" 6'-7 5/8"
1"
1" 2'-4 5/8" 2'-4 5/8"
1"
F3 F2 F1 E3 E2 E1
2' - 9 1/2" 2' - 9 1/2" 2' - 9 1/2" 2' - 9 1/2" 2' - 9 1/2" 2' - 9 1/2"
1' - 7" 28' - 4"
6' - 4" 1' - 0" 4' - 8" 1' - 0" 9' - 7" 1' - 0" 3' - 7"
3' - 3" 26' - 8"
5' - 1" 1' - 0" 4' - 8" 1' - 0" 9' - 7" 1' - 0" 3' - 7"
6' - 1" 23' - 10"
2' - 4" 1' - 0" 4' - 8" 1' - 0" 9' - 7" 1' - 0" 3' - 7"
1' - 7" 28' - 4"
6' - 4" 1' - 0" 4' - 8" 1' - 0" 9' - 7" 1' - 0" 3' - 7"
3' - 3" 26' - 8"
5' - 1" 1' - 0" 4' - 8" 1' - 0" 9' - 7" 1' - 0" 3' - 7"
6' - 1" 23' - 10"
2' - 4" 1' - 0" 4' - 8" 1' - 0" 9' - 7" 1' - 0" 3' - 7"
H G
LEVEL 01
100'-0"
3' - 2" 8' - 0"
VARIES 8' - 6"
5' - 6" 4' - 3"
1" 5' - 1" 1"
1" 7' - 7" 1"
1" 3' - 10"
1"
1" 8' - 1" 1"
6'-7" 1'-6" 8'-0" 1'-3" 9'-3" 1"
1" 2'-3 1/2"
1" 2'-3 1/2" 1"
1"
4'-9" 1'-6" 8'-0" 1'-3" 9'-3" 1"
A
NOTE:
SEE DOOR SCHEDULE FOR OVERALL
DIMENSIONS AND DETAILS.
Finish Floor
B C D
10" 4"
4"
4"
10" 4"
4" 4" 4"
4"
8' - 10 3/8"
19' - 0 3/8" 19' - 0 3/8"
8' - 6 3/8"
19' - 0 3/8"
7' - 10 3/8"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:35 AM
A520
DOOR & FRAME TYPES & DOOR
SCHEDULE
165 CHESTNUT ST FORT
COLLINS, CO 80524
07 25 00.c VAPOR RETARDER
03 30 00.h EXPANSION JOINT
07 11 13.a DAMPPROOFING
07 21 00.f FOUNDATION INSULATION BOARD
03 30 00.h EXPANSION JOINT
EXT. SLAB ON GRADE, ELEV VARIES, RE. CIVIL
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
08 43 13.b STOREFRONT SILL
EXTRUDED ALUM SILL W/ BACK AND END
DAMS, SET IN BED OF SEALANT
08 43 13.c
07 92 00.b CONT. SEALANT
CONCRETE STEM WALL, RE: STRUCT.
ALGIN
SLOPE 1/4" PER FOOT MIN.
07 21 00.f FOUNDATION INSULATION BOARD
07 11 13.a DAMPPROOFING
07 25 00.c VAPOR RETARDER
03 30 00.h EXPANSION JOINT
07 25 00.a WEATHER/AIR BARRIER
05 12 00.e STEEL ANGLE, RE: STRUCT.
07 65 00.0 FLEXIBLE FLASHING
OVER ANGLE AND WRAP UNDER SILL
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
08 43 13.b STOREFRONT SILL
08 43 13.m NON-EXPANDING SPRAY FOAM INSULATION
F.O. STUD
3"
SEAL MEMBRANE TO FOUNDATION WALL
03 30 00.a CONC. SLAB, RE: STRUCT
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
EXTEND UP WALL UNDER FLASHING 4" MIN
1/4" FIBER REINFORCED ASPHALTIC
MEMBRANE
07 54 00.h
04 20 00.j DRAINAGE BOARD
07 65 00.0 FLEXIBLE FLASHING
03 45 00.d PRECAST CONCRETE ATTACHMENT
SLOPE GROUT FOR POSITIVE DRAINAGE, TYP.
LAP OVER FLEXIBLE FLASHING 4" MIN
BEHIND INSUL.
WS-6
EXTRUDED ALUM SILL W/ BACK AND END
DAMS, SET IN BED OF SEALANT
08 43 13.c
T.O. PRECAST EL = 104' - 4"
04 20 00.e WEEP HOLES
SLOPE OUT OF WALL @ 24" O.C. ABOVE
GRADE
07 65 00.0 FLEXIBLE FLASHING
07 42 13.c INTERLOCKING METAL WALL FLASHING
SLOPE CONCRETE FOR POSITIVE DRAINAGE
07 21 00.f FOUNDATION INSULATION BOARD
07 11 13.a DAMPPROOFING
1" TYP.
2"x3"x1/4" GALV. BENT PLATE - MECHANICALLY
FASTENED TO HORIZONTAL FIN AT 48" O.C.
4"x3/8" HORIZONTAL GALV. STEEL FIN - REFER
ELEVATIONS FOR LOCATIONS
1/2" TYP.
2' - 4"
2' - 11 5/8"
05 12 00.c STEEL COLUMN; RE: STRUCT.
03 40 00.a PRECAST CONCRETE PANEL
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
AT VERTICAL JOINTS - BOTH SIDES, TYP.
SIM.
WS-1B
SIM.
WS-1A
SIM.
WS-1B
GALV. METAL CANOPY BELOW
05 12 00.c STEEL COLUMN; RE: STRUCT.
03 40 00.a PRECAST CONCRETE PANEL
2"x3"x1/4" GALV. BENT PLATE -
MECHANICALLY FASTENED TO UNDERSIDE
OF HORIZONTAL FIN AT 48" O.C.
4"x3/8" HORIZONTAL GALV. STEEL FIN -
REFER ELEVATIONS FOR LOCATIONS
1" TYP.
1/2" TYP.
GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
05 12 00.a
1" MIN. OVERLAP
3/8"
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
AT VERTICAL JOINTS BOTH SIDES, TYP.
SIM.
WS-1B
SIM.
WS-1B
SIM.
WS-1B
SIM.
WS-1A
STUCCO SYSTEM 09 22 00.0
WEATHER/AIR BARRIER 07 25 00.a
5/8" TYPE X EXTERIOR GYP SHEATHING 09 21 16.k
5/8" AIR SPACE
2' - 4"
CONT. CLOSED CELL BACKER ROD AND SEALANT 07 92 00.a
BELOW
METAL CANOPY BELOW
03 40 00.a PRECAST CONCRETE PANEL
05 12 00.c STEEL COLUMN; RE: STRUCT.
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
SIM.
WS-1B
SIM.
WS-1A
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
INTERLOCKING METAL WALL PANEL
FASTENERS
WS-3 07 42 13.b
WS-3
05 12 00.d STEEL BEAM, RE: STRUCT.
WS-3
08 43 13.d STOREFRONT TYPICAL MULLION
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
INTERLOCKING METAL WALL PANEL
FASTENERS
07 42 13.b
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
3"
CONCRETE WALL RE: STRUCT.
WS-1A
WS-6
1" AIR SPACE
3/8"
1" AIR SPACE
5 1/4"
CUT BRICK TO ALLOW FOR CONT. 1" AIR SPACE
WS-1A
TOP OF CHANNEL BELOW
WS-2
STEEL PLATE WELDED TO CHANNEL
ENDS, BOTH SIDES, TYP.
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
1" AIR SPACE
INTERIOR EXTERIOR
NO PANEL AT SIM. CONDITION
03 40 00.a PRECAST CONCRETE PANEL
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
03 30 00.c CONC. WALL, RE: STRUCT
WS-1A
1/2"
4"
RETAIL INTERIOR
ELEVATOR SHAFT INTERIOR
EXTERIOR
WS-3
WS-1A
WS-3
07 42 13.b INTERLOCKING METAL WALL PANEL FASTENERS
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
07 25 00.a WEATHER/AIR BARRIER
EXTERIOR
GARAGE
INTERIOR
A606
5
A606
6
SIM.
WS-1B
BRICK WALL BEYOND
GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
05 12 00.a
05 12 00.e STEEL ANGLE, RE: STRUCT.
05 12 00.d STEEL BEAM, RE: STRUCT.
03 40 00.a PRECAST CONCRETE PANEL
WS-2
SIM.
WS-1A
SIM.
WS-1B
A606
7
A606
10
SIM.
03 40 00.a PRECAST CONCRETE PANEL
05 12 00.e STEEL ANGLE, RE: STRUCT.
05 12 00.d STEEL BEAM, RE: STRUCT.
05 31 23.0 STEEL ROOF DECK, RE: STRUCT.
LEVEL 02
115' - 0"
07 62 00.a PREFINISHED METAL FLASHING
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
WS-1B
WS-2
1/2" TYP.
1 1/2" AIR SPACE
GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
05 12 00.a
03 30 00.a CONC. SLAB, RE: STRUCT
03 40 00.a PRECAST CONCRETE PANEL
09 22 00.j CASING BEAD W/WEEPS
07 25 00.a WEATHER/AIR BARRIER
LAP OVER METAL FLASHING
REFER STRUCTURAL PLAN FOR
INSULATED SLAB LOCATIONS
A605
8
WS-1A
WS-5 WS-2
2x3x8 ANGLE AT 48" O.C.
INTERNAL GUTTER SLOPE TO ROOF DRAIN
07 65 00.0 FLEXIBLE FLASHING
03 45 00.b PRECAST CONCRETE WALL CAP
07 54 00.d TPO MEMBRANE
CONTINUE OVER ROOF EDGE & TURN
DOWN WALL
A606
10
05 12 00.d STEEL BEAM, RE: STRUCT.
05 51 00.a METAL STAIRS
GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
05 12 00.a
05 50 00.h GALVANIZED METAL GRATE
05 12 00.e STEEL ANGLE, RE: STRUCT.
LEVEL 02
115' - 0"
08 80 00.b SPANDREL GLASS
05 12 00.d STEEL BEAM, RE: STRUCT.
05 12 00.e STEEL ANGLE, RE: STRUCT.
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
EXTRUDED ALUM SILL W/ BACK AND END
DAMS, SET IN BED OF SEALANT
08 43 13.c
08 43 13.a STOREFRONT HEAD
08 43 13.d STOREFRONT TYPICAL MULLION
6 1/2"
07 92 00.b CONT. SEALANT
ROOF
136' - 10"
07 62 00.a PREFINISHED METAL FLASHING
07 54 00.d TPO MEMBRANE
LAP MEMBRANE, SEAL AND HEAT WELD
PER ROOFING MFR'S RECOMMENED
INSTALLATION INSTRUCTIONS
05 31 23.0 STEEL ROOF DECK, RE: STRUCT.
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
08 80 00.b SPANDREL GLASS
REFER STOREFRONT TYPES FOR LCOATIONS
STOREFRONT TYPICAL MULLION WITH
MULLION CAP
08 43 13.e
08 80 00.b SPANDREL GLASS
REFER STOREFRONT TYPES FOR LCOATIONS
PAINTED WHITE WHEN BEHIND SPANDREL PANEL, TYP.
05 12 00.d STEEL BEAM, RE: STRUCT.
05 12 00.c STEEL COLUMN; RE: STRUCT.
06 10 00.a BLOCKING AS REQ'D
SLOPE
07 92 00.b CONT. SEALANT
07 62 00.u CONT. METAL CLEAT
, BEYOND
4 3/4"
1/2" TYP.
ALIGN B.O. BRICK W/ B.O. STEEL ANGLE, TYP.
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
08 43 13.a STOREFRONT HEAD
08 51 13.d NON-EXPANDING SPRAY FOAM INSULATION
05 12 00.e STEEL ANGLE, RE: STRUCT.
07 65 00.0 FLEXIBLE FLASHING
04 20 00.e WEEP HOLES
SLOPE OUT OF WALL @ 24" O.C. ABOVE
GRADE
MCNICOLS WELDED BAR GRATING
4" X 2" X 1/8" TUBE STEEL FRAME
1.5"x2"x1/4" ANGLE TO RUN
LENGTH OF GRATING
WS-1B
2"
WS-2
07 62 00.a PREFINISHED METAL FLASHING
07 65 00.0 FLEXIBLE FLASHING
07 92 00.b CONT. SEALANT
09 22 00.j CASING BEAD W/WEEPS
1"
MCNICOLS WELDED BAR GRATING
4" X 2" X 1/8" TUBE STEEL FRAME
1.5"x2"x1/4" ANGLE TO RUN
LENGTH OF GRATING
1/2" MIN. LIPPED BRICK
ALIGN B.O. BRICK W/ B.O. STEEL ANGLE, TYP.
WS-2
WS-1B
09 22 00.i CASING BEAD
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
05 12 00.a
07 65 00.0 FLEXIBLE FLASHING
04 20 00.e WEEP HOLES
04 20 00.g MORTAR NET
SLOPE OUT OF WALL @ 24" O.C.
07 25 00.a WEATHER/AIR BARRIER
LAP OVER FLEXIBLE FLASHING 4"
05 12 00.e STEEL ANGLE, RE: STRUCT.
07 42 64.d COMPOSITE ALUMINUM WALL PANEL
08 43 13.0 ALUMINUM FRAMED STOREFRONTS
1/2"
1/2"
04 20 00.a MASONRY VENEER
07 21 00.a 1-1/2" BOARD INSULATION
07 25 00.a WEATHER/AIR BARRIER
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
04 20 00.d MASONRY ANCHORAGE
07 21 00.b R-13 BATT INSULATION (3-1/2")
1/2" TYP.
6" 5/8"
1 1/2"
1 1/2" AIR SPACE
3 5/8"
WS-1B
SIM.
WS-1B
GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
05 12 00.a
SIM.
W-2
05 12 00.d STEEL BEAM, RE: STRUCT.
05 12 00.e STEEL ANGLE, RE: STRUCT.
DN
UP
DN
UP
3.7
F
G
F.6
4
A701
5
A701
10 TREADS @ 11" =
9' - 2"
4' - 2"
9 TREADS @ 11"=
8' - 3"
4' - 5 1/2" 8 1/2" 4' - 5 1/2"
11' - 0 1/2" CLR.
6'-4 1/8"
STANDPIPE LOCATION
7'-6" CLR.
ELEV.
STAIR 01
3.7
F
G
F.6
4
A701
5
A701
7' - 6 1/8"
8 TREADS @ 11"=
4' - 2" 7' - 4"
4' - 5 1/2" 8 1/2" 4' - 5 1/2"
11' - 0 1/2" CLR.
STANDPIPE LOCATION
6'-4 1/8"
F.E.C.
DOWNSPOUT
DOWNSPOUT
7'-6" CLR.
ELEV.
ELEV.
CONTROL
ROOM
STAIR 01
3.7
F
G
F.6
4
A701
5
A701
5 TREADS @ 11" =
3' - 8"
12 TREADS @ 11" =
8' - 3"
UP
DN
UP
DN
1.3 1
4
A702
11"
11 TREADS @ 11" =
10' - 1" 4' - 8"
4' - 5 1/2" 5" 4' - 5 1/2"
6"
STANDPIPE LOCATION
A.4
1.3 1
4
A702
1' - 7"
10 TREADS @ 11" =
9' - 2"
11"
9 TREADS @ 11" =
8' - 3" 4' - 8"
4' - 5 1/2" 5" 4' - 5 1/2"
6"
STANDPIPE LOCATION
A.4
TYP
1' - 0"
TYP
1' - 0"
1.3 1
4
A702
1' - 7"
10 TREADS @ 11" =
9' - 2" 4' - 8"
4' - 5 1/2" 5" 4' - 5 1/2"
6"
STANDPIPE LOCATION
A.4
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
1.3 1
1
A702
2
A702
3
A702
11 EQ RISERS =
6' - 2"
10 EQ RISERS =
4' - 6"
PTD 1-1/2" O.D. STL RAIL.
RE: ROOM FINISH SCHEDULE
PTD 1/2" STL ROD PICKETS.
RE: ROOM FINISH SCHEDULE
PTD 1-1/2" O.D. RAW TUBE
STL RAILS W/ CLEAR
SEALER, UNO.
PTD 1-1/2" O.D. TUBE STL RAILS.
RE: ROOM FINISH SCHEDULE
STEEL CHANNELS, PTD.
(TYP)
FINISH FLOOR
RE: ROOM FINISH
SCHEDULE
PTD STEEL CHANNEL STRINGER;
PAINT ALL EXPOSED STEEL, TOP &
BOTTOM
3' - 6" MIN
3' - 0"
3 7/8" MAX
3 7/8" MAX
3'-0"
STEEL PLATES, PTD.
(TYP)
MAX
3 7/8"
CONCRETE WALL LOCATION
PER STRUCTURAL
STOREFRONT LOCATION PER
PLANS
3' - 6"
3' - 6" MIN
3' - 0"
PTD 1-1/2" TUBE STL SUPPORT
PLACED AT EACH END OF
GUARDRAIL LENGTH & CENTER.
RE: ROOM FINISH SCHEDULE
PTD 1/2" STL ROD PICKETS
RE: ROOM FINISH SCHEDULE
PTD 1 1/2" TUBE STL RAIL
RE: ROOM FINISH SCHEDULE
PTD 1-1/2" O.D. STEEL RAIL
RE: ROOM FINISH SCHEDULE
PTD STL CHANNEL STRINGER
RE: ROOM FINISH SCHEDULE
(PAINT ALL EXPOSED, TOP &
BOTTOM)
A703
5
2" 3 1/4"
EQ EQ
1 1/2"
RE: STAIR SECTIONS
7" MAX.
RE: STAIR PLANS
1" 11" MIN.
SITE C.I.P.
CONCRETE TREADS
MC 12x10.6 STRINGER,
RE: STRUC. - PTD (TYP.)
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:20 PM
S-000
COVER
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
A. INTERNATIONAL BUILDING CODE (IBC 2012)
B. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-10)
MEMBER DESIGN BASIS IS LOAD AND RESISTANCE FACTOR DESIGN (LRFD)
CONNECTION DESIGN BASIS IS LOAD AND RESISTANCE FACTOR DESIGN (LRFD)
C. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11)
D. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-11/ASCE5-11/TMS 402-11)
E. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7-10)
1. GOVERNING DESIGN CODES:
01-GENERAL REQUIREMENTS
A. SEE "STATEMENT OF SPECIAL INSPECTIONS" FOLLOWING GENERAL NOTES FOR INSPECTION
REQUIREMENTS.
2. SPECIAL INSPECTION REQUIREMENTS AND QUALITY CONTROL:
A. DEFERRED SUBMITTALS ARE REQUIRED FOR THE FOLLOWING ITEMS. THE CONTRACTOR SHALL SUBMIT
COPIES OF THESE ITEMS TO THE BUILDING DEPARTMENT AFTER REVIEW BY THE ARCHITECT AND/OR
ENGINEER OF RECORD:
a. PRECAST CONCRETE FRAMING
b. PRE-ENGINEERED METAL STAIRS
c. EXTERIOR CLADDING
3. DEFERRED SUBMITTALS:
A. BUILDING CONSTRUCTION TYPE: TYPE 1-B
B. FIRE RESISTIVE RATINGS:
ROOF CONSTRUCTION: 1 HOURS
FLOOR CONSTRUCTION: 2 HOURS
STRUCTURAL FRAME: 2 HOURS
C. RESTRAINED CONSTRUCTION: THE BUILDING SUPERSTRUCTURE INCLUDING ROOF AND FLOOR CONSTRUCTION IS
CONSIDERED RESTRAINED PER THE DEFINITION OF RESTRAINED CONSTRUCTION
GIVEN IN ASTM E119, APPENDIX X3, TABLE X3.1:
II. CONCRETE FRAMING - ALL TYPES OF PREFABRICATED FLOOR OR ROOF SYSTEMS WITH CONTINUOUS
STRUCTURAL CONCRETE TOPPING.
III. CONCRETE FRAMING - ALL TYPES OF PREFABRICATED ROOF SYSTEMS WHERE THE SPACE
BETWEEN THE ENDS OF THE PRECAST UNITS AND VERTICAL FACE OF SUPPORTS DOES NOT EXCEED
0.25% OF THE MEMBER LENGTH.
UNRESTRAINED CONSTRUCTION IS NOTED ON THE PLANS..
E. COMPONENT FIRE RATING ASSEMBLIES:
4. BUILDING CONSTRUCTION INFORMATION:
STRUCTURAL
COMPONENT
OR ASSEMBLY
DESCRIPTION
REQUIRED
FIRE RATING
MINIMUM SIZE OR
THICKNESS REQ'D.
PROVIDED
CONCRETE COVER
TO REINFORCING
UL ASSEMBLY
NUMBER
RESTRAINED/
UNRESTRAINED
REMARKS
CONCRETE
TYPE
PRESTRESSED
STEEL
REINFORCING
MILD
STEEL
REINFORCING
ACTUAL SIZE OR
14-CONVEYING EQUIPMENT
22, 23, 26-MECHANICAL AND ELECTRICAL TRADES
1. ELEVATORS:
1. PRECEDENCE:
2. COORDINATION:
3. EQUIPMENT:
4. SLEEVES AND CORE DRILLING: (CONCRETE ON METAL DECK)
5. CORE DRILLING: (PRECAST CONCRETE)
6. ELECTRICAL CONDUIT: (CONCRETE ON METAL DECK)
7. ELECTRICAL CONDUIT: (PRECAST CONCRETE)
8. SUPPORT OF EQUIPMENT:
9. PRE-POUR OBSERVATION:
A. THE ELEVATOR MACHINE ROOM FLOOR, ELEVATOR HOISTWAYS, ELEVATOR PITS, FLOOR AND
WALL BLOCKOUTS WERE DESIGNED USING INFORMATION OBTAINED FROM DRAWINGS,
SKETCHES AND DESIGN DATA SUPPLIED BY KONE DATED 03/31/16.
THE ACCURACY AND COMPLETENESS OF THE INFORMATION RECEIVED IS THE RESPONSIBILITY OF
THE ELEVATOR CONSULTANT AND MANUFACTURER.
B. DOCUMENTATION: REACTIONS FROM ELEVATOR EQUIPMENT ON MACHINE ROOM FLOOR, ELEVATOR
PITS AND SUPPORT BEAMS WERE PROVIDED BY OTHERS AND ARE SHOWN ON THE
DRAWINGS FOR INFORMATION ONLY.
C. DIVIDER BEAMS: PROVIDE DIVIDER BEAMS AS SHOWN ON THE DRAWINGS. PROVIDE ADDITIONAL
DIVIDER BEAMS AS REQUIRED TO SUPPORT GUIDE RAILS BETWEEN FLOORS IF VERTICAL DISTANCE
BETWEEN DIVIDER BEAMS SHOWN EXCEEDS MAXIMUM DISTANCE ALLOWED.
D. HOIST BEAMS: IF HOIST BEAMS ARE REQUIRED BY THE ELEVATOR MANUFACTURER AND ARE NOT
SHOWN ON THE STRUCTURAL DRAWINGS, PROVIDE HOIST BEAMS AT TOP OF ELEVATOR SHAFTS
AND CONNECT TO ADJACENT STRUCTURAL FRAMING. SUBMIT SHOP DRAWINGS OF HOIST BEAM
FRAMING FOR REVIEW AND APPROVAL PRIOR TO BEAM INSTALLATION.
E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY PURCHASED ELEVATOR EQUIPMENT AGAINST
THE INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING, BUT NOT LIMITED TO,
EQUIPMENT LOCATION, SIZE, LOADS, OPENINGS, HOISTWAY AND PIT REQUIREMENTS AND SUPPORT
REQUIREMENTS. REPORT DIFFERENCES TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING
WITH THE WORK.
F. REDESIGN: IF A REVIEW OF THE ELEVATOR SUBMITTAL REVEALS REDESIGN OF THE MACHINE ROOM
FLOOR, HOISTWAY, PIT OR SUPPORT BEAMS IS REQUIRED, THE CONTRACTOR SHALL PROVIDE
COMPENSATION TO THE STRUCTURAL ENGINEER FOR THE REDESIGN EFFORT.
G. MODIFICATIONS: NO MODIFICATIONS TO THE ELEVATOR MACHINE ROOM FLOOR, HOISTWAY, PIT OR
SUPPORT BEAMS TO ACCOMMODATE PURCHASED EQUIPMENT WILL BE ALLOWED WITHOUT WRITTEN
AUTHORIZATION FROM THE ARCHITECT AND ENGINEER.
H. LIMITATIONS: ELEVATOR CONSTRUCTION INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS IS
LIMITED TO THE FOLLOWING ITEMS:
1. ELEVATOR PITS INCLUDING SUMP PIT AND ELEVATOR DIVIDER BEAMS
2. MACHINE ROOM CONSTRUCTION: FLOOR AND ROOF CONSTRUCTION, MACHINE BEAMS AND HOIST
BEAMS.
3. ELEVATOR SHAFT CONSTRUCTION: SHAFT OPENINGS IN FLOOR AND ROOF LEVELS INCLUDING
EDGE FRAMING, GUIDE RAIL SUPPORT FRAMING AT FLOORS AND BETWEEN FLOORS WHERE
FLOOR TO FLOOR DISTANCES EXCEED 14'-0" AND SUPPORT OF ELEVATOR HOIST MACHINERY
LOCATED IN SHAFTS.
4. ALL OTHER EQUIPMENT AND ACCESSORIES REQUIRED FOR ELEVATOR CONSTRUCTION SHALL BE
PROVIDED BY THE ELEVATOR MANUFACTURER.
A. STRUCTURAL FRAMING COMPONENTS, INCLUDING BUT NOT LIMITED TO STEEL
FRAMING, CONCRETE FRAMING, REINFORCING, POST-TENSIONING CABLES AND
EMBEDMENTS SHALL TAKE PRECEDENCE OVER MECHANICAL, PLUMBING AND
ELECTRICAL (MEP) ITEMS. STRUCTURAL FRAMING COMPONENTS SHALL NOT BE
MOVED, ADJUSTED OR OTHERWISE MODIFIED FROM THE STRUCTURAL DRAWINGS
TO ACCOMMODATE OTHER DISCIPLINES WITHOUT APPROVAL FROM THE
STRUCTURAL ENGINEER.
A. THE GENERAL CONTRACTOR AND MECHANICAL AND ELECTRICAL SUBCONTRACTORS
SHALL VERIFY PURCHASED EQUIPMENT AND REQUIRED OPENINGS THROUGH FLOORS,
ROOF AND WALLS ARE IN AGREEMENT WITH THE DESIGN INFORMATION SHOWN ON
THE DRAWINGS.
1. Inspection of reinforcing steel, including
prestressing tendons, and placement.
2. Inspection of reinforcing steel welding in
accordance with Table 1705.2.2, Item 2b.
3. Inspection of anchors cast in concrete prior to and
during placement of concrete where allowable loads have
been increased or where strength design is used.
5. Verifying use of required design mix.
6. At the time fresh concrete is sampled to fabricate
specimens for strength tests, perform slump and
air content tests, and determine the temperature
of the concrete.
7. Inspection of concrete and shotcrete placement
for proper application techniques.
8. Inspection for maintenance of specified curing
temperature and techniques.
10.Inspect formwork for shape, location and
dimensions of the concrete member being formed.
1705.2.2 Steel construction other than structural steel - Provide special inspection per Table 1705.2.2
1705.1.1 Special cases - Perform inspections required by the building official for special cases.
TABLE 1705.3
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
- x
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
REFERENCED
IBC REFERENCE
STANDARD
ACI 318: 3.5, 7.1-7.7 1910.4
- - AWS D1.4 -
ACI 318: 3.5.2
- x ACI 318: CH. 4, 5.2-5.4
- x 1908.5, 1909.1
- x -
- x -
- x 1910.9
x -
x - 1910.10
9. Erection of precast concrete members.
(See Table 1705.2 for steel connections and welds.)
ACI 318: CH. 16
ACI 318: 6.1.1
ACI 318: 5.11-5.13
ACI 318: 5.9, 5.10
ASTM C 172
ASTM C 31
ACI 318: 5.6, 5.8
1910.6, 1910.7,
1910.8
1904.2, 1910.2,
1910.3
VERIFICATION AND INSPECTION TASK (with IBC reference, where applicable) CONTINUOUS PERIODIC
1704.2.5 Inspection of fabricators - Inspect structural load-bearing members and assemblies where fabrication
is being performed at a fabricator's shop per the special inspection requirements of this schedule.
1704.2.5.1 Fabrication and implementation procedures - Verify fabricator's fabrication and quality control
procedures.
1705.2.1 Steel construction - Provide inspections per Table of Minimum Requirements for Inspection
of Structural Steel Buildings.
1705.2.2 Steel construction - Inspect welding of cold-formed steel framing members such as studs and joists
per Table 1705.2.2.
Cold formed metal framing: (Including load-bearing stud wall framing, exterior non-load-bearing stud wall
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
UP
FD
FD
4
4 2 1.6
1.3
1.3
1
1
3.7
3.7 3
A A
B B
C
D
E
F F
G G
A.3
26'-2" 12'-10"
1'-11 1/4"
1'-10"
39'-0" 40'-0" 40'-0" 40'-0" 40'-0" 39'-0" 1'-10"
243'-7 1/4"
4'-2" 54'-5" 62'-6" 54'-5"
19'-1" 19'-1" 16'-3"
5
18'-4" 36'-1"
1'-10" 17'-1 3/8"
13'-6 1/2" 25'-5 1/2"
F.6
16'-7" 22'-5"
39'-0"
1'-10" 1'-8"
24'-9 7/8" 14'-2 1/8"
3"
16'-3"
1'-8" 1'-10"
18'-4"
18'-4"
1'-0"
1'-6"
2'-1"
18'-6 7/8" 14'-1 1/4"
1'-0 1/2"
1'-0 1/2"
1'-0 1/2" 1'-0 1/2"
13'-6 7/8"
5" S.O.G.
5" S.O.G.
DN
UP
DN
UP
115' - 0"
115' - 0"
115' - 0"
115' - 0"
4
4 2 1.6
1.3
1.3
1
1
3.7
3.7 3
A A
B B
C
D
E
F F
G G
1'-1" 9"
1'-0 7/8"
TEE STEMS ON
SLIDE BRNGS.
SPANDREL SUPPORT
@ SLIDE BRNG.
10'-0" = 40'-0"
4 SPCS. @
A.3
5
F.6
26'-2" 12'-10"
4'-2" 54'-5" 62'-6" 54'-5"
1'-10" 18'-4" 36'-1" 19'-1" 19'-1" 16'-3"
1'-10"
16'-7" 22'-5" 13'-6 1/2" 25'-5 1/2"
3" 16'-3" 1'-10"
16'-3"
8"
8" 11'-0 1/2" 8"
1'-10" 11"
1'-0"
8" 7'-6" 8"
1" GAP
10'-0" = 40'-0"
4 SPCS. @ 16 TEES @ 10'-0" = 160'-0" 3 @ 9'-1" = 27'-3" 6'-4 1/2" 6'-4 1/2" 1" GAP
DEPRESS SLAB
SLAB FOR
W.P. MEMBRANE
& TOPPING SLAB
POUR STRIP
9" 1'-1"
9" 9"
9"
1'-1"
1'-1" 9"
2'-1"
DN
DN
FD FD
FD FD
8"
4
4 2 1.6
1.3
1.3
1
1
3.7
3.7 3
A A
B B
C
D
E
F F
G G
A.3
5
F.6
26'-2" 12'-10"
54'-5" 62'-6" 54'-5"
18'-4" 36'-1" 19'-1" 19'-1" 16'-3"
16'-7" 22'-5"
16'-3"
1'-10" 7'-6 1/2" 10'-9 1/2"
19'-0" 0" EXP. JT.
0" 8'-10" 1'-11"
8" 7'-6" 8"
2'-8 5/8"
16'-6 1/2" 11'-8 1/2" 8'-0"
2'-9"
1'-10" 11"
2
S-411
9" 1'-1"
4
S-301
9"
3"
3
S-301
4
S-301
5 3"
S-301
7
S-301
7
S-301
9" 1'-1"
5
S-301
1" GAP
10'-0" = 40'-0"
4 SPCD.@ 10'-0" 8'-0"
16 TEES @ 10'-0" = 160'-0" 3 @ 9'-1" = 27'-3" 6'-4 1/2" 6'-4 1/2" 1" GAP
4
4 2 1.6
1.3
1.3
1
1
3.7
3.7 3
A A
B B
C
D
E
F F
G G
A.3
5
F.6
26'-2" 12'-10"
4'-2" 54'-5" 62'-6" 54'-5"
18'-4" 36'-1" 19'-1" 19'-1" 16'-3"
13'-6 1/2" 25'-5 1/2"
16'-7" 22'-5"
16'-3"
8"
18'-4"
19'-0"
8"
8'-10"
1'-11"
8" 7'-6" 8"
28'-3" 10'-9"
11"
2
S-411
3
S-411
3
S-411
16" x 16" CIP
PILASTER TYP. 32
PLACES
HSS6x6x1/2 COL
TYP. 32 PLACES
10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0"
10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0"
HSS10x6x3/8
W10x22
HSS10x6x3/8
W10x22
1'-10" 39'-0" 40'-0" 40'-0" 40'-0" 40'-0" 39'-0" 1'-10"
241'-8"
HSS6x6x1/2
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
GRID
GRID
GRID
GRID
GRID
SCHEDULE
SHAFT DIA.
RE: DRILLED PIER
#5 AT 24" O.C. U.N.O.; #4 AT 18"
O.C. AT 18" Ø PIER
3" CLR.
ALIGNMENT BAR DETAIL
DRILED PIER REINF.
PLACE AT 1/4 POINTS AROUND
THE CIRCUMFERENCE AT
TOP & BOTTOM AT MID-HEIGHT
OF CAGE
3 1/2"
3 1/2"
#3 x EXT.
4"
4"
ASSUMED TOP OF BEDROCK
EL. = 86'-0" FOR BID PURPOSES
ONLY. (REFERENCE FIRST
FLOOR. EL. = 100'-0")
SHEAR RINGS TO BE MADE UNDER
DIRECTION OF THE SOILS ENGINEER
DRILLED PIER SCHEDULE
TYPE DIAMETER
BEDROCK
REINFORCING
VERTICAL
REINFORCING
1. DRILLED PIERS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS INDICATED OTHERWISE ON PLANS.
2. DRILLED PIER REINFORCING FABRICATED INTO CAGES SHALL BE TIED ONLY; NO TACK WELDING ALLOWED.
3. IF CASING IS REQUIRED, THE INNER DIAMETER OF THE CASING SHALL MATCH THE SPECIFIED PIER DIAMETER.
4. VERTICAL REINFORCING SHALL NOT BE SPLICED IN THE TOP 30'-0 OF PIER LENGTH.
5. MAXIMUM DRILLED PIER LENGTH = 30xPIER DIAMETER.
NOTES:
B2
18"
24"
10 FT.
REIF. FILL HEIGHT
~TYP.
24"
PROVIDE 4-#6X5'-0 DOWELS WITH 2'-6"
PROJECTION INTO FOUNDATION WALLS OR
GRADE BEAMS WHERE DRILLED PIER
REINF. CAN NOT BE EXTENDED U.N.O. ON
PLAN OR IN DETAILS
NOTES
TIE
REINFORCING
SCHEDULE FOR REQUIRED PENETRATION
MINIMUM BEDROCK PENETRATION = 10'-0" ~SEE DRILLED PIER
PROJECT VERTICAL DRILLED PIER REINF.
INTO CAPS, PILASTERS AND TIE BEAMS
~RE: DETAILS
GRID
E
GRID
GRID
GRID
GRID
HSS COL.
COL.
GRADE BEAM
RE: 11/S-201
RE: PLAN
3" RE: PLAN
POUR DOWN SLAB @ CAP
NO INTERIOR SLAB AT SIM.
DRILLED PIER
PIER CAP RE:
SCHEDULE S-101
PIER
T.O. LEDGE
RE: PLAN
T.O. SLAB/CURB
RE: PLAN
T.O. DRILLED PIER
RE: PLAN
2"2" 6" 2"2"
PL 3/4"X6"X1'-2" W/ (2) 3/4"Ø
ANCHOR BOLTS W/ 1'-0"
EMBEDMENT
6"
4" VOID
PIER CAP RE: SCHEDULE
SHEET S-101
RE: 11/S-202 FOR REINFORCING
1'-7 1/2" 15'-4"
CMU WALL RE: ARCH FOR LOCATION SEE
GENERAL NOTER FOR REQUIRMENTS
S.O.G. STEP RE: 2/S-201
THICKENED SLAB UNDER CMU WALL
RE: 2/S-201 FOR REQUIRMENTS
CMU WALL RE: ARCH FOR
LOCATION SEE GENERAL
NOTES FOR REQUIRMENTS
STANDARD HOOK
4" VOID FORM ~ TYP.
BAR DEVELOPMENT LENGTH
C.I.P. CONCRETE WALL
CONCRETE
PILASTER
RE: PLAN RE: PLAN
RE: PLAN
CONCRETE GRADE BEAM
PILASTER
VERT. REINF
PILASTER TIES
T.O. SLAB
RE: PLAN
T.O. GRADE BM.
RE: PLAN
B.O. GRADE BM.
T.O. PIER
GRID
GRID
GRID
6"
1' - 6"
#4 AT 1'-0" O.C. HOOK INTO
ADJACENT RETAING WALL
2" CLR.
1/2" ISOLATION JOINT
#4 @ 1'-0"
5"
T.O. SLAB
RE: PLAN
24"
24"
T.O. SLAB
RE: PLAN
#4 AT 1'-0" O.C.
(2) # 4BOTTOM, TYP.
(1) # 4 CONT.
(1) # 4 CONT.
T.O. SLAB
RE: PLAN
T.O. GRADE BM.
RE: PLAN
B.O. GRADE BM.
T.O. PIER
RE: PLAN
SLAB-ON-GRADE ~ RE: PLAN
SITE PAVING
~ RE: CIVIL
(2) #9 T&B
STORE FRONT RE: ARCH
RE: PLAN
3/8" EXPANSION
JOINT MATERIAL, TYP.
#4 TIES @ 12" O.C.
#5 SKIN REINF. @ 12" O.C.
NOTE:
1.) ALL BASE PLATES 1" THICK
2.) ALL ANCHOR BOLTS TO BE 3/4"Ø F1554
W/ ANCHOR RODS W/ 1'-0" MIN EMBEDMENT
3.) 1/4" FILLET WELD ALL COLUMNS W/ 1/4" FILLET WELD ALL AROUND
2" 2" 6" 2" 2"
2" 2" 6" 2" 2"
T.O. SLAB
RE: PLAN
B.O. GRADE BEAM
RE: PLAN
T.O. DRILLED PIER
RE: PLAN
CMU WALL RE: ARCH FOR
LOCATION SEE GENERAL
NOTES FOR REQUIRMENTS
CMU CENTERED ON WALL AT
SIM.
T.O. SLAB
RE: PLAN
(1) #5 DOWEL@ 48" O.C.
RE: 11/S-201 FOR
GRID
GRID
GRID
GRID
GRID
GRID
3'-6"
3" TOPPING 3" WASH
1'-0" 2'-0" TEE
T.O. SLAB
RE: PLAN
FORMED DRIP
SPANDREL TO
DOUBLE TEE
ERECTION CONN.
BY P/C MANUF.
PRECAST SPANDREL
~ RE: ARCH. FOR
PROFILE AND
REVEALS
PANEL HEIGHT (MIN.)
7'-0" SPANDREL
CORBEL BY P/C MFR. TEE STEM MAY BE
POCKETED INTO SPANDREL AT P/C
MANUF. OPTION.
TOOLED JOINT
~ RE: DTL. B, STD. JOINT
SEALANT DETAILS
W.W.F.
~ TYP.
RE: ARCH
RE: PLAN
1'-4"
BARS
CHORD REINF. ~
RE: PLAN OR
DETAILS
DRAFT ~ RE: ARCH.
CONNECTION BY
P/C MFR.
REFERENCE ELVATION
~ SEE PLANS
3'-6"
3" TOPPING 3" WASH
1'-0" 2'-0" TEE
T.O. SLAB
RE: PLAN
FORMED DRIP
3/8" BEARING PAD
PRECAST SPANDREL
~ RE: ARCH. FOR O.F.
SURFACE PROFILE
HEIGHT (MIN.)
7'-0" SPANDREL
P/C DOUBLE TEE STEM
NOT SHOWN.
COLUMN TO TEE
ERECTION
CONNECTION BY
P/C MFR.
3.7
5 4
3.7 3.7
2
3.7
GRID
2" 3"
2 1/2" 2 1/2"
3/4" GAP (±)
P/C TEE FLANGE EMBEDDED PLATE W/ WELDED
REINF. SPCG. OF PLATES BY
P/C MANUF., NOT TO EXCEED
8'-0" O.C.
~ SEE NOTE*
TOOLED JOINT W/
SEALANT
~ RE: STD. JOINT
SEALANT DETAILS
CONN. PLATE BY
P/C MANUF.
~ SEE NOTE*
1/4"
1/2" RET. EA.
END
DT FLANGE CONN.
(MATCHING CAMBER)
*NOTE: ALL EMBEDDED PLATES AND
CONN. PLATES SHALL BE PAINTED W/
ZINC-RICH PAINT AFTER WELDING.
RECTANGULAR BAR.
BAR SIZE TO
ACCOMMODATE
CAMBER DIFF.
1/4"
DT FLANGE CONN.
(UNEVEN CAMBER)
SEE DETAIL ABOVE
FOR ADD'L INFO.
W.W.F. SHALL
BE CONTINUOUS
OVER JOINT
3" MIN.
1'-2" 1'-6"
TOPPING
3"
TOOLED & SEALED JOINTS
7" 7"
18" DP. DOUBLE TEES
P/C INVERTED
TEE BEAM
6" DAP
18" DP. DOUBLE TEES
6" 2'-5"
1'-9" 8"
3 1/2" CONC. TOPPING
4" INSULATION
DRAIN
1/2" W.P. &
1'-6" 3"
3'-6"
CURTAIN WALL ~
RE: ARCH
T.O. SLAB
RE: PLAN
CONCRETE SLAB ON METAL DECK
~RE: PLAN
3/16 2-12
L6 TO HSS
HSS TO COL
L6X3 1/2X5/16XCONT. LLH
GRID
RE: ARCH
HSS TO COL
HSS TO COL
3/16 2-12
L3 TO HSS
L3X3X3/8XCONT.
CURTAIN WALL ~ RE: ARCH
HSS TO COL
GRID
HSS TO COL
HSS TO COL
1/4
HSS TO HSS
MITER CHANNEL
CORNERS
1/4
C8 TO HSS
L3X3X3/8
T.O. STEEL
RE: PLAN
3/16 2-12
L3 TO HSS
HSS TO COL
3/16
HSS TO COL
3/16
HSS TO COL
HSS TO COL
3/16
HSS TO COL
HSS BEAM RE: PLAN
HSS COLUMN RE:
PLAN
HSS BEAM RE: PLAN
HSS8X6X1/2
CHANNEL ~ RE: PLAN
HSS BEAM ~ RE: PLAN
ANGLE ~ RE: PLAN
T.O. STEEL
RE: PLAN
T.O. STEEL
RE: PLAN
HSS BEAM ~ RE: PLAN
1" MIN.
4"
3/8" KNIFE PLATE
L2X2X3/8X0'-4"
1" MIN.
3/16
UP
DN
UP
DN
UP
DN
4 3.7
F
G
39'-0"
9" 1'-0"
2'-0 1/4"
19'-0" 9'-3" 10'-9"
9" 1'-0" 8'-9" 1'-0"
6"
3"
3'-9 1/4"
1'-0"
15'-5" 8" 6'-0" 8"
4" 5'-9" 8"
8" 6"
2'-8 3/4" 18'-10"
3 1/2" 10'-2 1/2"
100' - 0"
103' - 6"
101' - 10"
T.O. WALL
T.O. WALL
101' - 10"
T.O. WALL
T.O. WALL
STEP T.O.
WALL
1'-3"
1
S-203
101' - 10"
T.O. WALL
101' - 10"
18'-4"
5'-11 1/2" 8" 11'-8 1/2" 8" 8"
97' - 6"
T.O. MATT
T.O. WALL
102' - 6"
1/2"
STEP T.O.
WALL
STEP B.O.
WALL
STEP B.O.
WALL
104' - 9"
102' - 5"
T.O.
LEDGE
T.O.
CURB
7
S-202
GRID
Level 3
125' - 8"
Level 2
115' - 0"
Level 1
100' - 0"
F E D C B
101' - 5"
102' - 5"
103' - 5" 104' - 5"
105' - 5"
106' - 5"
TYP. P/C LITE
WALL DIMS. 2'-0"
6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 2'-0"
5'-0" 15 SP. @ 10'-0" = 150'-0" 5'-0"
40'-0" 40'-0" 40'-0" 40'-0"
160'-0"
3
S-411
106' - 3"
8" 4"
24" SQ. COL.
TYPICAL LITE
WALL PANEL
T.O.W.
T.O.W.
T.O.W.
T.O.W.
T.O.W. T.O.W.
T.O.W. T.O.W.
99' - 7" T.O.W.
T.O.W.
PV SUPPORT FRAME
POST LOC'S
103' - 6"
9
S-202
96' - 0"
B.O.W.
1'-5 1/2"
5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0"
1'-5 1/2"
6'-0"
98' - 8"
B.O.W.
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8'-6"
Level 3
125' - 8"
HSS6x6x1/2
HSS6x6x1/2
HSS4x4x3/8 HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
10'-0" 1'-0" 9'-0"
9'-0" 6"
3'-6" MIN.
VARIES
RAMP SLAB
~ EL. VARIES
175 North 27th Street, Suite 1312
Billings, MT 59101-2048
406.256.1141
P
S
PS
APS
FM
LT
SD
PDS
S
T
T
H
N
T S
T A
T I
T AI
T G
CO
CO2
NO2
M
SIZE
A
CFM
TYPE
F
D
C
MECHANICAL LEGEND
ABBREVIATIONS
CONTROLS LEGEND
PROJECT INFORMATION
GENERAL NOTES (FOR ALL MECHANICAL DRAWINGS)
REF
CO
CO
ICE
T
NO
2
1.5"
Mechanical, Electrical & Energy Consultants
Greenwood Village, CO 80111-2518
7600 East Orchard Road, Suite 250-S
303.796.6000
www.mkkeng.com
Cheyenne, WY 82001-4368
307.634.7647
500 West 18th Street, Suite 200
2
FLEXIBLE PIPE CONNECTOR (STAINLESS STEEL BRAIDED)
EXISTING FIRE SPRINKLER
EXISTING FIRE SPRINKLER TO BE REMOVED
EXISTING FIRE SPRINKLER TO BE RELOCATED
FLEXIBLE EQUIPMENT CONNECTOR (RUBBER DOUBLE BELLOWS)
SHUT-OFF VALVE W/TAMPER SWITCH
UP
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
T T
M
M
M
T
T
T
T
T
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
FCU-1
ACCU-1
300
10"ø
A
300
10"ø
A
400
4-60
C
400
4-60
C
24/14
10/10
24x24
D
24x24
D
CU-1
CU-2
CU-3
FC-3
FC-2
FC-1
300
10"ø
A
DN
DN
FD FD
FD FD
T
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
ACCU-2 FCU-2
106
107
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
NO SCALE
NO SCALE
NO SCALE
POWER
ELECTRICAL
RL
RS
FAN COIL - DX/ELECTRIC HEAT - PRESSURE DEPENDENT OUTSIDE AIR
CONTROL DRAWING AND SEQUENCE OF OPERATION
SPACE TEMPERATURE MONITOR - IT ROOM
CONTROL DRAWING AND SEQUENCE OF OPERATION
ELECTRIC UNIT HEATER TERMINAL - UNIT CONTROLS
CONTROL DRAWING AND SEQUENCE OF OPERATION
AI-
RAT
AI-
MAT
BI-
LTDA
AI-
SAT
AI-
SPT
BI-
RSD
BO-
FSS
BI-
FST
BO-
OAD
AO-
ECMOD
STG1
BO-
STG2
BO-
CALR
BI-
AI-
SPT
SUPPLY
AIR
SPACE TEMPERATURE
SENSOR AS SHOWN ON
PLAN, TYP
LOCATED IN IN I.T. ROOM
FIELD VERIFY QUANTITIES
SUPPLY
AIR
T
T LT
T
T
CT
FS
T
CONTROL SYSTEM DATA POINT MATRIX
NC
OUTSIDE
OCCUPANT OCCUPANT BREATHING TABLE 6-2 ZONE TOTAL SUPPLY SYSTEM
OUTDOOR AREA DENSITY ZONE AIR AIR TO ZONE AT ZONE VENTILATION MINIMUM MINIMUM
UNIT FLOOR ROOM ROOM NAME ZONE TYPE AREA AIRFLOW OUTDOOR PEOPLE OCCUPANT OUTDOOR DISTRIBUTION CONDITION VENTILATION EFFICIENCY PERCENTAGE OUTSIDE AIRFLOW
NUMBER SQ FT RATE AIRFLOW RATE PER 1000 QUANTITY AIRFLOW RATE EFFECTIVENESS ANALYZED EFFICIENCY NOTE 2 AIRFLOW AT AT UNIT
CFM/PER CFM/SQ FT SQ FT CFM (Ez) CFM - NOTE 1 (Evz) (Ev) UNIT NOTE 3
FC-1 1ST FLOOR 100 RETAIL Sales (except as below) 925 7.5 0.12 15 14 215 0.8 1400 0.96 0.96 - -
FC-1 TOTALS 1400 - 0.96 16% 224
SPECIFIC NOTES:
1. TOTAL SUPPLY AIR AT CONDITION ANALYZED USES THE MAXIMUM AIRFLOW PROVIDED TO THE ZONE DURING THE HEATING OR COOLING MODE, WHICHEVER IS BEING ANALYZED.
2. AS DETERMINED USING THE ASHRAE 62.1-2010 "62 MZ Calc" SPREADSHEET. SYSTEM VENTILATION EFFICIENCY IS EQUAL TO THE LOWEST ZONE VENTILATION EFFICIENCY OF ALL ROOMS SERVED BY THE UNIT.
3. SEE UNIT EQUIPMENT SCHEDULE FOR ACTUAL OUTSIDE AIR SETPOINT FOR BALANCING; WHICH WILL MEET OR EXCEED THE MINIMUM REQUIREMENT NOTED HEREIN.
ASHRAE STANDARD 62.1-2010 / IMC 2012 VENTILATION RATE PROCEDURE CALCULATIONS
OCCUPANT OCCUPANT BREATHING TABLE 6-2 ZONE TOTAL SUPPLY SYSTEM
OUTDOOR AREA DENSITY ZONE AIR AIR TO ZONE AT ZONE VENTILATION MINIMUM MINIMUM
UNIT FLOOR ROOM ROOM NAME ZONE TYPE AREA AIRFLOW OUTDOOR PEOPLE OCCUPANT OUTDOOR DISTRIBUTION CONDITION VENTILATION EFFICIENCY PERCENTAGE OUTSIDE AIRFLOW
NUMBER SQ FT RATE AIRFLOW RATE PER 1000 QUANTITY AIRFLOW RATE EFFECTIVENESS ANALYZED EFFICIENCY NOTE 2 AIRFLOW AT AT UNIT
CFM/PER CFM/SQ FT SQ FT CFM (Ez) CFM - NOTE 1 (Evz) (Ev) UNIT NOTE 3
FC-2 1ST FLOOR 101 RETAIL Sales (except as below) 875 7.5 0.12 15 13 203 0.8 1400 0.96 0.96 - -
FC-2 TOTALS 1400 - 0.96 15% 211
SPECIFIC NOTES:
1. TOTAL SUPPLY AIR AT CONDITION ANALYZED USES THE MAXIMUM AIRFLOW PROVIDED TO THE ZONE DURING THE HEATING OR COOLING MODE, WHICHEVER IS BEING ANALYZED.
2. AS DETERMINED USING THE ASHRAE 62.1-2010 "62 MZ Calc" SPREADSHEET. SYSTEM VENTILATION EFFICIENCY IS EQUAL TO THE LOWEST ZONE VENTILATION EFFICIENCY OF ALL ROOMS SERVED BY THE UNIT.
3. SEE UNIT EQUIPMENT SCHEDULE FOR ACTUAL OUTSIDE AIR SETPOINT FOR BALANCING; WHICH WILL MEET OR EXCEED THE MINIMUM REQUIREMENT NOTED HEREIN.
ASHRAE STANDARD 62.1-2010 / IMC 2012 VENTILATION RATE PROCEDURE CALCULATIONS
OCCUPANT OCCUPANT BREATHING TABLE 6-2 ZONE TOTAL SUPPLY SYSTEM
OUTDOOR AREA DENSITY ZONE AIR AIR TO ZONE AT ZONE VENTILATION MINIMUM MINIMUM
UNIT FLOOR ROOM ROOM NAME ZONE TYPE AREA AIRFLOW OUTDOOR PEOPLE OCCUPANT OUTDOOR DISTRIBUTION CONDITION VENTILATION EFFICIENCY PERCENTAGE OUTSIDE AIRFLOW
NUMBER SQ FT RATE AIRFLOW RATE PER 1000 QUANTITY AIRFLOW RATE EFFECTIVENESS ANALYZED EFFICIENCY NOTE 2 AIRFLOW AT AT UNIT
CFM/PER CFM/SQ FT SQ FT CFM (Ez) CFM - NOTE 1 (Evz) (Ev) UNIT NOTE 3
FC-3 1ST FLOOR 102 RETAIL Sales (except as below) 910 7.5 0.12 15 14 212 0.8 1400 0.96 0.96 - -
FC-3 TOTALS 1400 - 0.96 16% 220
SPECIFIC NOTES:
1. TOTAL SUPPLY AIR AT CONDITION ANALYZED USES THE MAXIMUM AIRFLOW PROVIDED TO THE ZONE DURING THE HEATING OR COOLING MODE, WHICHEVER IS BEING ANALYZED.
2. AS DETERMINED USING THE ASHRAE 62.1-2010 "62 MZ Calc" SPREADSHEET. SYSTEM VENTILATION EFFICIENCY IS EQUAL TO THE LOWEST ZONE VENTILATION EFFICIENCY OF ALL ROOMS SERVED BY THE UNIT.
3. SEE UNIT EQUIPMENT SCHEDULE FOR ACTUAL OUTSIDE AIR SETPOINT FOR BALANCING; WHICH WILL MEET OR EXCEED THE MINIMUM REQUIREMENT NOTED HEREIN.
ASHRAE STANDARD 62.1-2010 / IMC 2012 VENTILATION RATE PROCEDURE CALCULATIONS
EQUIP
TAG
TYPE FACE SIZE IN.
MOUNTING
TYPE
DAMPER
REQUIRED
MATERIAL
MANUFACTURER &
MODEL NO.
PLAN INFO SPECIFIC NOTES
A LOUVER FACE CEILING DIFFUSER 24" x 24" TILE CLG YES STEEL KRUEGER SHR NECK / CFM 7
B LOUVER FACE CEILING DIFFUSER --- HARD CLG YES STEEL KRUEGER SHR NECK / CFM 1, 7
C LINEAR SLOT DIFFUSER SEE PLANS --- YES ALUMINUM KRUEGER 1975 #SLOTS-LENGTH / CFM 4, 5
D PERFORATED FACE CEILING RETURN GRILLE --- --- NO STEEL KRUEGER 6490/6690 NECK / CFM* 2, 3, 6
GENERAL NOTES:
1. SEE PLANS FOR NECK SIZE
2. ALL GRDs REQUIRING DAMPERS SHALL BE EQUIPPED WITH A REMOTE BALANCING DAMPER THAT IS ADJUSTABLE THROUGH THE GRD FACE OR
ANOTHER APPROVED LOCATION UNLESS SUPPLIED FROM AN ACCESSIBLE TAKE-OFF WITH LOCKING DAMPER.
3. VERIFY GRD FINISH AND CLG/WALL/SILL/FLOOR MOUNTING TYPE WITH ARCHITECT FOR EACH APPLICATION PRIOR TO ORDERING.
4. PROVIDE 4-WAY THROW FOR DIFFUSERS UNLESS OTHERWISE SHOWN ON PLANS.
5. PROVIDE MANUFACTURERS ROUND TO RECTANGULAR ADAPTIVE COLLAR FOR DIFFUSERS AND GRILLES AS REQUIRED, MATCH DUCT SIZE AND TYPE
6. MATERIAL SHALL BE STEEL UNLESS OTHERWISE INDICATED OR SPECIFIED. MATERIAL SHALL BE SUITABLE FOR INSTALLED ENVIRONMENT. FOR WET
LOCATIONS SUCH AS LOCKER ROOMS, RESTROOMS, SHOWER ROOMS, KITCHENS, POOL ROOMS, ETC....PROVIDE ALUMINUM.
UP
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
4" F
1 1/2" DCW
1 1/2" DCW
1" DCW
4" SAN 4" SAN
4" SAN
TD-1
ESP-1
(TYP. 12)
8" SAN 4" SAN
WH-1
4" GW 4" GW 4" GW
FD-1
SOI-1
4" SO
4" SO
4" SO
4" SO 4" SO
4" SO
4" SO 4" SO
WH-1
WH-1
DSN-1
DSN-1
3"
4"
4" GW 4" GW
AC-1
100
101
102
208
210
205
205
206
206
202
DN
UP
DN
UP
FD
FD FD
FD
FD FD FD
FD
FD
FD
FD
FD
FD
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
AD-1
AD-1
(5260 SF)
(5260 SF)
FD-1
(TYP. 10)
6" ST
216 204
6" ST DN.
6" ST DN.
6" ST DN.
6" ST DN.
6" ST UP.
6" ST DN.
6" ST DN.
RD-1
(760 SF)
RD-1
(760 SF)
ORD-1
ORD-1
RD-1
ORD-1
RD-1
ORD-1
(455 SF)
(455 SF)
500
3"
3"
3"
3"
3"
3"
3"
DN
DN
FD FD
FD FD
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
AD-1
(6536 SF)
AD-1
(4775 SF)
AD-1
(5588 SF)
AD-1
AD-1
AD-1
(5960 SF)
(4775 SF)
(6595 SF)
204
HT-1
WH-1
4" F DN.
4" F DN.
4" F DN.
4" F DN.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
NO SCALE NO SCALE
FS
PS PS
FIRE ENTRY PIPING DETAIL SAND & OIL INTERCEPTOR
AIR COMPRESSOR
FOR DRY VALVES
LOCATED IN
WATER ENTRY
EXTERIOR INTERIOR
RE: PLBG DWGS
FOR SIZES
4" MINIMUM RE:
PLBG DWG SIZES
INSTALL 6" CUP AND 4" DRAIN
BELOW PURGE DRAIN OF BFP-1.
ROUTE DRAIN TO DSN-1.
SEE WATER ENTRY DETAIL
1-1/2"
TO FUTURE RETAIL SPACES.
CAPPED FOR FUTURE CONNECTION
1-1/2"
DESIGN CRITERIA.
PRESSURE DROPS BELOW
TO INITIATE IF WATER
WIRE TO FIRE ALARM PANEL
DRY VALVE ZONE TO AREA:
DRAIN, TYP.
FLOOR
BACKFLOW PREVENTER
TO FIRE
SYSTEMS.
PROTECTION
DRAIN VALVE,
PIPE TO FLOOR
FLOW SWITCH
TO ALARMS.
1/2"
PS
AUTOMATIC
BALL DRIP
MIN.
4'-0"
TO ALARMS.
PRESSURE SWITCH
LOCATION. PIPE TO OUTSIDE.
TEST VALVE AT MOST REMOTE
WALL
SERVICE
FLANGE
1'-6" MIN.
GRADE
FIRE
CONNECTION
5'-0" MAX.
FIRE DEPT.
LIGHT AND
HORN
EXTERIOR
RETAIL AREA.
DRY VALVE ZONE TO AREA:
ITEM TYPE SERVICE NO. GPM HEAD MOTOR SUMP MANUFACTURER & NOTES CONTROLS
HP RPM V-PH STRTR DIA. DEPTH MODEL #
ESP-1 SUBMERSIBLE ELEVATOR SHAFT 1.0 50.0 25.0 1 1750 115-1 -- 36.0 24.0 STANCOR - SE-100 O/M ELV 1 1
NOTES: 1. PROVIDE CAST IN PLACE SUMP IN BOTTOM OF ELEVATOR PIT AND CONTROL PANEL WITH DRY CONTACT TO BAS SYSTEM FOR PUMP FAILURE
SUMP/SEWAGE PUMP SCHEDULE
1/26/2016
PLAN FIXTURE ICC/ANSI A117.1 MANUFACTURER SERIES TRIM SERIES SUPPLIES TRAP / DRAIN CW HW / WASTE VENT WATER
NOTES / REMARKS
CODE COMPLIANT # WASTE TEPID CONSUMPTION
AD-1 AREA DRAIN ---
J.R. SMITH 2450 --- --- --- --- INTEGRAL --- --- 4" --- --- W/GALVANIZED CAST IRON PARTS
TRAFFIC RATED AND W/SEDIMENT BUCKET
BFP-1 REDUCED PRESSURE ---
FEBCO 860 / 860U --- --- INTEGRAL --- --- 2" --- --- --- --- W/MANUFACTURER'S MATCHING
PRIN. BACKFLOW PREVENTOR 2" AIR GAP DRAIN
DSN-1 DOWNSPOUT ---
J.R. SMITH 1770 --- --- --- --- --- --- --- SEE --- --- MOUNT 24" ABOVE FIN. GRADE
NOZZLE JOSAM 25010 PLANS
FCO FLOOR CLEANOUT
--- J.R. SMITH 4020/4040 --- --- --- --- --- --- --- SEE --- ---
JOSAM 55000-1/-1SQ PLANS
FD-1 FLOOR DRAIN ---
J.R. SMITH 2450 --- --- --- --- INTEGRAL --- --- 4" --- --- W/GALVANIZED CAST IRON PARTS
TRAFFIC RATED AND W/SEDIMENT BUCKET
ORD-1 OVERFLOW ---
J.R. SMITH 1070 --- --- --- --- --- --- --- SEE --- --- PROVIDE W/WATER DAM
ROOF DRAIN JOSAM 21500-16 PLANS
RD-1 ROOF DRAIN ---
J.R. SMITH 1010 --- --- --- --- --- --- --- SEE --- ---
JOSAM 21500 PLANS
TD-1 TRENCH DRAIN ---
MEA-JOSAM J1000 --- --- --- P-TRAP INTEGRAL --- --- 4" -- --- PROVIDE SEDIMENT
(CHANNEL DRAINAGE) INTERCEPTOR WHERE NOTED
WH-1 WALL HYDRANT ---
WOODFORD B65 --- --- W/ISO. --- --- 3/4" --- --- --- --- 1, MOUNT 18" ABOVE FIN. GRADE
FROST PROOF VALVE
WM-1 WATER METER ---
MUELLER SERIES IIS --- --- W/ISO. --- --- 1-1/2" --- --- --- --- W/ELECTRONIC READING SYSTEM
DISPLACEMENT VALVE FOR CONTROL CONNECTION
LEGEND: CH = CHILD HEIGHT, CM = CEILING MOUNTED, CP = CHROME PLATED, CT = COUNTERTOP, FM = FLOOR MOUNTED, FV = FLUSH VALVE, PA = PRESSURE ASSIST, SS = STAINLESS STEEL,
TP = PROVIDE TRAP PRIMER (TP-1) ADJACENT TO FIXTURE, WM = WALL MOUNTED (PROVIDE WITH A FLOOR MOUNTED CONCEALED CARRIER), UCT = UNDER COUNTERTOP
GENERAL NOTES:
1. WHERE FIXTURE/EQUIPMENT MODEL NUMBERS ARE GIVEN THESE ARE FOR REFERENCE ONLY. WRITTEN # WHERE NOTED THE PLUMBING FIXTURE, EQUIPMENT AND ASSOCIATED ACCESSORIES
SPECIFICATION REQUIREMENTS AND SCHEDULE NOTES HOLD PRESIDENCE. THE MORE STRIGENT SHALL APPLY SHALL BE ICC/ANSI A117.1 (ADA) COMPLIANT. EXPOSED CW, HW AND W PIPING ALONG WITH
2. SEE ARCHITECTURAL DWGS FOR MOUNTING HEIGHTS ON ALL WALL MOUNTED FIXTURES/EQUIPMENT, MIXING VALVE SHALL INSULATED. PIPING WITHIN CASEWORK THAT OPENS FOR FIXTURE
ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER ANY VALUES WITHIN THIS SCHEDULE. USE IS CONSIDERED EXPOSED.
3. THE MINIMUM WASTE/VENT PIPE SIZE FOR BURIED PIPE SHALL BE 2".
4. ALL ACCESIBLE FIXTURES SHALL COMPLY WITH ICC/ANSI A117.1 (ADA), REFERENCE ARCH DWGS FOR SPECIFIC LOCATIONS. SEE NOTE #
5. ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
SPECIFIC NOTES:
1. EQUIPMENT AND/OR ISOLATION VALVE SHALL BE CONCEALED (WITHIN ADJACENT WALL OR WITHIN CASEWORK). WHERE LOCATED IN WALL/CEILING COORDINATE FINAL DEVICE AND ACCESS DOOR LOCATION WITH
ARCHITECT.
PLUMBING FIXTURE AND EQUIPMENT SCHEDULE
ITEM TYPE CAP DISCH MOTOR DATA OP MANUFACTURER SERVES NOTES CON-
SCFM PRESS HP RPM V-PH STRTR WGT & MODEL NO. TROLS
PSI LBS
AC-1 RECIP -- 125 1/8 115-1 -- QUINCY COMPRESSOR DRY PIPE SPRINKLER ZONES -- --
NOTES:
AIR COMPRESSOR SCHEDULE
EQUIP SERVICE HEATING CAPACTIY ELECTRICAL MANUFACTURER & NOTES CONTROLS
I
I
S
C
M
I
GF
I
I
G
3
V
A
M
J
D
J
J
J
L
M
M
P
P/T
L
F
T
F
F
F
F
D
H
F F
F
FAAP
F
FAGP
FACP
A
TV
CC
M
C
B
B
V
M M
S S
W
P
K
G
SPD
T
MCC
N
F
M
PB
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
UP
O1 O1
1 1
O1
J
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
A AE AE A
AES
AE
AE
A
A AE A
A
AE
A
AE
AE
A
AES AE
A
AES
B B
CE
CE CE
C
CE
STORAGE ROOM
5
DE DE
D
D
D
D
D
D
D
D
SCE
SCE SCE
SCE
DN
UP
DN
UP
FD
FD FD
FD
FD FD FD
FD
FD
FD
FD
FD
FD
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
AD AE AE A
AES
AE
AE
A
A AE
A
A
AE
A A
A
AES
A
AE
B B
AE
AE
CE
CE CE
L1-4
PART 2/3
L1-5
PART 2/3
L1-7
L1-8
L1-9 L1-9 L1-9
L1-9 L1-9
L1-9
L1-9
L1-9 L1-9
L1-9
L1-9
102 102
102
102
DN
DN
FD FD
FD FD
P
O1
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
CE
CE CE
CE
L1-4
PART 3/3
L1-5
PART 3/3
L1-10
103
103
103
103
104 104
104
104
L1-11
L1-11
L1-11
L1-11
100
SAE SAE
SAE SAE
D
SCE
SCE
WP,GFI
WP,GFI
WP,GFI
WP,GFI
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
UP
J
J
J J
J J
F
F
F
P
F
F
P
F
P
J
J
F
P
F
P
F
P
F F F
F
F
F
F F
F
F
F
F
F
F
F
F F
F
F
F
P
F
P
F
P
F
P
F
P
F
F
F
DN
UP
DN
UP
FD
FD FD
FD
FD FD FD
FD
FD
FD
FD
FD
FD
J
J
J F
F
P
F
J
F
F
J J J J J J J J
J
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
WP
WP, GFI
201
200
200
203
(TYP.)
WP WP
201
WP, GFI
211 211
G1-10
G1-10
G1-28
G1-25
G1-27
G1-26
L1-13,15 L1-17,19
211 211
L1-12,14 L1-21,23
215
G1-36
211 211 211 211
L1-24,26 L1-16,18 L1-25,27 L1-20,22
DN
DN
FD FD
FD FD
F
J
J
J
F
F
P
F
F
J
F
F
F
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
WP
WP, GFI
WP, GFI
200
201
200
EL-1
EL-1,LTG
203
(TYP.)
WP
WP
WP
WP
WP
WP WP
201
WP
WP
WP
WP
WP
WP
WP
WP
WP
WP
G1-12
G1-12
G1-40
G1-42
G1-39
NO SCALE
UG UG
FAULT CURRENT CALCULATIONS GENERAL NOTES:
Maximum Available Fault Current (IAIC)
I SCA = (I AIC x M)
Where M = 1 / (1+f), and f = (1.732 x L x I AIC) / (C x n x E)
(Note: Use "1/0" for 1/0AWG wire size, "2/0" for 2/0AWG, "3/0" for 3/0AWG, and "4/0" for 4/0AWG)
Point
Fault Location
Length, feet
Conductors
size
# conductors
per phase
Cu
(1)
Al
(2)
Conduit
Magnetic (1)
Nonmagn. (2)
Voltage
Phase
"C" Value
Previous
fault value
Fault value
U
Service Transformer Secondary Winding
1000kVA
52,190
1 "GMDP" 150 350 2 1 1 208 3 19703 52,190 19,662
2 PNL "G1" 4 "3/0" 1 1 1 208 3 12843 19,662 18,708
3 PNL "LVP" 4 6 1 1 1 208 3 2425 18,708 14,884
4 PNL "L1" 2 1 1 1 1 208 3 7292 19,662 18,817
5 ELEV 3 100 4 1 1 1 208 3 3806 19,662 3,709
6 PNL "T1" 128 1 1 1 1 208 3 7292 19,662 5,075
7 PNL "T2" 89 1 1 1 1 208 3 7292 19,662 6,558
8 PNL "T3" 147 1 1 1 1 208 3 7292 19,662 4,572
9 FC-1 120 4 1 1 1 208 3 3806 19,662 3,191
10 FC-2 90 4 1 1 1 208 3 3806 19,662 4,036
11 FC-3 130 4 1 1 1 208 3 3806 19,662 2,983
12
NO SCALE
SMOKE DETECTOR LOCATED AT
ELEVATOR LOBBY OF EACH FLOOR,
NFPA 72-5.6.5. TO INITIATE ELEVATOR
RECALL.
SMOKE DETECTOR LOCATED AT TOP OF SHAFT IF
REQUIRED FOR CONTROL OF ELEVATOR SHAFT
DAMPER (COORDINATE WITH DIV. 15) OR IF
HOISTWAY IS SPRINKLED. IT SHALL INITIATE
ELEVATOR RECALL. (ASME 17.1- 211.3b REQUIRES
SMOKE DETECTORS IN SPRINKLED HOISTWAYS.)
COMBINATION 190° F RATE OF RISE/FIXED TEMP. HEAT
DETECTOR LOCATED AT TOP OF SHAFT (ONLY IF SHAFT IS
SPRINKLED) SHALL INITIATE ELEVATOR SHUT DOWN ASME A17.1
102.2(c)(3). NFPA 72-3-8.14.3 PROHIBITS PUTTING DETECTORS IN
THE HOISTWAY (SHAFT OR PIT) UNLESS IT IS SPRINKLED.
SWITCH FOR ELEVATOR CAB LIGHTING SHALL BE BE
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:32 PM
E501
LUMINAIRE SCHEDULES &
COMCHECK
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
INTERIOR LUMINAIRE SCHEDULE
TYPE
SOURCE
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:33 PM
E502
ELECTRICAL SCHEDULES
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
Notes:
Spare: 186 A
Total Est. Demand: 14 A
Total Conn.: 14 A
NO SCALE
ELEVATOR PIT PLAN
ELEV. 1
LADDER
SEPARATE BRANCH CIRCUIT
REQUIRED FOR PIT LIGHTING AND
RECEPTACLE. DON'T CONNECT
LIGHT TO LOAD SIDE OF GFI
RECEPTACLE. NEC 620.24.
+50"
GFI
PROVIDE 4'-0" LED STRIP LIGHT, WET LOCATION
LISTED, VERTICALLY MOUNTED IN EACH
CORNER OF ELEVATOR SHAFT ON EACH LEVEL
THAT THE SHAFT IS INTENDED TO BE
ACCESSED. LITHONIA LIGHTING: #XWMLED.
PIT RECEPTACLES MUST BE GFI
NEC 620.85
PROVIDE SWITCH FOR PIT LIGHT(S)
SWITCH FOR PIT LIGHT SHALL BE
ACCESSIBLE FROM THE PIT ACCESS
DOOR DOOR. ASME A17.1 2.2.5.3
NOTE: MACHINEROOMLESS ELEVATORS REQUIRE
MAINTENANCE FROM THE TOP OF THE ELEVATOR
CAR. LIGHTS AND A RECEPTACLE SHOULD BE
PROVIDED AT THE FLOOR IN WHICH MAINTENANCE
WILL BE PERFORMED (USUALLY THE TOP OF THE
SHAFT)
NOTE: FOR ALL ELEVATORS DESIGNATED AS FIRE
SERVICE ACCESS ELEVATORS, PROVIDE ONE LIGHT
(LITHONIA #XWMLED) PER FLOOR MOUNTED IN
ALTERNATING CORNERS TO CREATE A SPIRAL
PATTERN THE FULL HEIGHT OF THE SHAFT. THESE
FIXTURES SHALL BE POWERED ON BY THE ELEVATOR
CONTROLLER UPON ACTIVATION OF THE PHASE I
RECALL.
NO SCALE
LIGHTING CONTROLS DETAIL
PARKING DECK TIME CLOCK ON TO 100% OF FULL OUTPUT FOR ALL FIXTURES ON THIS LEVEL 30 MINUTES PRIOR TO SUNSET.
STARTING AT 10:00 PM, DIM TO 20% OF FULL OUTPUT FOR ALL FIXTURES ON THIS LEVEL 20 MINUTES AFTER LAST DETECTION OF OCCUPANCY ON THIS LEVEL.
RAISE TO 100% OF FULL OUTPUT FOR ALL FIXTURES ON THIS LEVEL UPON DETECTION OF OCCUPANCY DURING TIME CLOCK ON HOURS.
TIME CLOCK OFF FOR ALL FIXTURES ON THIS LEVEL 30 MINUTES AFTER SUNRISE.
AUTOMATIC OVERRIDE ON TO 100% OF FULL OUTPUT FOR ALL EMERGENCY FIXTURES ON THIS LEVEL UPON LOSS OF NORMAL POWER.
LEVEL 1 EXTERIOR SCONCES TIME CLOCK ON TO 100% OF FULL OUTPUT FOR ALL BUILDING-MOUNTED FIXTURES 30 MINUTES PRIOR TO SUNSET.
STARTING AT 10:00 PM, DIM TO 20% OF FULL OUTPUT FOR ALL BUILDING-MOUNTED FIXTURES 20 MINUTES AFTER LAST DETECTION OF OCCUPANCY ON THIS LEVEL.
RAISE TO 100% OF FULL OUTPUT FOR ALL BUILDING-MOUNTED FIXTURES UPON DETECTION OF OCCUPANCY DURING TIME CLOCK ON HOURS.
TIME CLOCK OFF FOR ALL BUILDING-MOUNTED FIXTURES 30 MINUTES AFTER SUNRISE.
AUTOMATIC OVERRIDE ON TO 100% OF FULL OUTPUT FOR ALL BUILDING-MOUNTED FIXTURES UPON LOSS OF NORMAL POWER.
LEVELS 1-2 AUTOMATIC ON TO 100% OF FULL OUTPUT FOR ALL FIXTURES ON THE ASSOCIATED LEVEL UPON DETECTION OF OCCUPANCY ON THE ASSOCIATED LEVEL.
DIM TO 20% OF FULL OUTPUT FOR ALL FIXTURES ON THE ASSOCIATED LEVEL 20 MINUTES AFTER LAST DETECTION OF OCCUPANCY DURING NORMAL BUSINESS HOURS.
DIM TO 20% OF FULL OUTPUT FOR ALL FIXTURES ON THE ASSOCIATED LEVEL 10 MINUTES AFTER LAST DETECTION OF OCCUPANCY AFTER NORMAL BUSINESS HOURS.
AUTOMATIC OVERRIDE ON TO 100% OF FULL OUTPUT FOR ALL EMERGENCY FIXTURES ON THE ASSOCIATED LEVEL UPON LOSS OF NORMAL POWER.
LEVELS 1-2
DAYLIGHT ZONES
AUTOMATIC ON TO 100% OF FULL OUTPUT FOR ALL FIXTURES ON THE ASSOCIATED LEVEL UPON DETECTION OF OCCUPANCY ON THE ASSOCIATED LEVEL.
DIM TO 20% OF FULL OUTPUT FOR ALL FIXTURES ON THE ASSOCIATED LEVEL 20 MINUTES AFTER LAST DETECTION OF OCCUPANCY DURING NORMAL BUSINESS HOURS.
DIM TO 20% OF FULL OUTPUT FOR ALL FIXTURES ON THE ASSOCIATED LEVEL 10 MINUTES AFTER LAST DETECTION OF OCCUPANCY AFTER NORMAL BUSINESS HOURS.
AUTOMATIC OVERRIDE ON TO 100% OF FULL OUTPUT FOR ALL EMERGENCY FIXTURES ON THE ASSOCIATED LEVEL UPON LOSS OF NORMAL POWER.
ADDITIONAL DAYLIGHTING CONTROL:
FIXTURES IN DAYLIGHT ZONES DIM TOGETHER AS GROUPED AND DESIGNATED ON PLANS.
UP
UP
FD
FD FD
FD
FD FD
FD
FD
FD
FD FD
FD
UP
S1
S2
CB3 CB1
CB2
S8 S8
S8 S8
S8
S8
S8
S8
S13 (ALT)
R7-1
S8
S8
S14 (ALT)
S15 (ALT)
S16 (ALT)
S8
R7-8a R7-8
R7-8a S12 R7-8 S8 S12
R7-1 S8
S8
S8 S8 S8 S8 S8
S8 S8 S8 S8 S8
S9
S9
S11
S10
R7-1
S8 S8
S12 S8 S12 S8 S8
S20
S17
S20/S21
S23 S20
S27 S26
S24
S20
S20/S22
S25
S23 S12
S10
FACE OF SIGN
(SEE SIGN SCHEDULE)
MARK
(TYPICAL ALL LEVELS)
SIGN KEY
FIRST LEVEL
DN
UP
DN
UP
S6
S7
S8 S8
S8 S8
S8
S8
S8
S8
S13
R7-1
S8
S8
S12
S8
S8 S8
S9
S9
S11
S10
S5
S29
S3
S5
S8
S12
S13
S12
R7-8 R7-8
S12 S12
S12 S12 S12 S12
S12 S12 S12 S12 S12
S12 S12 S8 S12 S8
S8 S12 S8 S12 S8 S12 S8
S12 S8 S12
S12 S8 S12
R7-1 S8
S12 S8 S12 R7-1 S8 R7-1
S8 S12 S8 S12
S8
S17
S20/S21
S20/S22
S23
S12
S4
S28
S23
S31
S30 S32
S11a
S30 S32
S11a S31 S11a S31
S30 S32
4 3.7 3 2 1.6 1.3 1
A
B
DN
DN
S13
S12
S12
S13
R7-8 R7-8
S12
S12
S12
S12 S12
S12 S12 S12
S12
S8
S12
S12
S8
S8
S12
S12
S8
S8
S8
S17
S20/S21
S20/S22
S23
S12
S23
S12 S12 S12 S12 S12 S12
S12 S12 S12 S12 S12
S12 S12 S12 S12 S12 S12 S12 S12 S12
S12 S12 S12 S12
S12
S12 S12 S12 S12 S12
S12 S12
S11a S31 S12 S11a S31 S12
S12 S30 S32 S12 S30 S32 S12
S30 S32
S11a S31
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
16' - 7" 22' - 5" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 25' - 10" 13' - 2"
4' - 2" 18' - 4" 36' - 1" 62' - 6" 19' - 1" 19' - 1" 16' - 3"
ELEV
PAY STATION
EMERGENCY CALL BOX
PAY STATION
EMERGENCY CALL BOX
6" DIA. BOLLARD
2' - 6" 4' - 4" 16 SPACES AT 8'-9" = 154' - 8" 3' - 0"
65°
16'-6"
8'-10"
=90° 5'-0"/8'-0"
=90° 8'-0"
=90° 8'-0"
2'-0"
8'-10"
(8'-10" AT VAN)
5'-7"
4" WIDE WHITE PAINT
STRIPE, TYPICAL
INTERNATIONAL SYMBOL OF
ACCESSIBILTY PAINTED WHITE,
TYPICAL
90º
16'-6"
(8'-0" AT VAN)
5'-0"
2'-10"
8'-0"
2'-0"
8'-0"
4" WIDE WHITE PAINT
STRIPE, TYPICAL
INTERNATIONAL SYMBOL OF
ACCESSIBILTY PAINTED WHITE,
TYPICAL
4" WIDE WHITE PAINT
STRIPE AT 45°, TYPICAL
1'-0"
6'-1" 9'-8" 7'-8"
= 90° 8'-9"
6'-1"
65°
16'-6" 16'-6"
1'-0"
FACE OF WALL,
WHERE APPLICABLE
CURB, WHERE APPLICABLE
CONTINUE STRIPING WHERE
APPLICABLE WITH 4" WIDE
CENTER STRIPE BETWEEN
BAYS
4" WIDE WHITE PAINT
STRIPE, TYPICAL
END OF
STRIPING
STRING
START OF
STRIPING
STRING PER
DRAWINGS
10'-0" 9'-0"
16'-6" 16'-6"
1'-0"
FACE OF WALL,
WHERE APPLICABLE
CURB, WHERE APPLICABLE
CONTINUE STRIPING WHERE
8'-0"
8"
6"
EQUAL 1'-9" EQUAL
3" CAP HEIGHT,
COLOR BLACK
BLACK ON YELLOW RETROREFLECTIVE
BACKGROUND STICKER
2" CAP HEIGHT,
COLOR BLACK
BLACK PVC PIPE
MOUNTING
HEIGHT
8 FT 2 IN
8'-0"
8"
6"
EQUAL 1'-9" EQUAL
3" CAP HEIGHT,
COLOR BLACK
BLACK ON YELLOW RETROREFLECTIVE
BACKGROUND STICKER
2" CAP HEIGHT,
COLOR BLACK
BLACK PVC PIPE
MOUNTING
HEIGHT
7 FT 6 IN
8'-0"
8"
EQUAL 6" 3" 3" 6" EQUAL
DONOT
ENTER
DONOT
ENTER
6" CAP HEIGHT,
CENTERED, COLOR
WHITE
WHITE ON RED
RETROREFLECTIVE
STICKER, TYPICAL
FEDERAL SIGN R5-1
SIMILAR
MOUNTING
HEIGHT
BLACK PVC PIPE
Exit Only
1'-0"
MOUNTING 1'-6"
HEIGHT
NO
PARKING
ANY
TIME
1'-0"
1'-6"
1 1/2" R,
TYPICAL
MOUNTING
HEIGHT
2'-0"
6"
E
X
T
I
N
G
U
I
S
H
E
R
RED
WHITE
LEGEND
FIRE
MOUNTING
HEIGHT
5'-0" ABOVE FINISHED FLOOR
EQUAL EQUAL
3
NOTES:
1. RAISED IMAGE TEXT WITH BRAILLE COPY TO CONFORM TO
REQUIREMENTS OF AMERICAN'S WITH DISABILITIES ACT.
2. PROVIDE SIGN AT EACH ELEVATOR DOOR, EACH LEVEL.
2" HIGH HELVETICA
MEDIUM MATTE
FINISH RAISED IMAGE
TEXT WITH GRADE-2
BRAILLE COPY
BELOW (BY
ELEVATOR
CONTRACTOR).
PROVIDE SIGN ON
BOTH SIDES OF
DOOR JAMB.
3"
5"
MOUNTING
HEIGHT
EXIT
SUPERSINE PROCESS
DIE-RAISED LETTER
.102" ALUMINUM SIGN
(OR APPROVED
EQUIVALENT)
BLACK MATTE FINISH
(FACE, EDGES AND BACK)
1" HIGH HELVETICA MEDIUM
SILVER TEXT (1/32" MINIMUM
RAISED IMAGE RELIEF HEIGHT)
GRADE-2 BRAILLE COPY
NOTES:
1. SIGN TO BE MOUNTED ON WALL OR COLUMN ADJACENT OPENING TO EXIT. (WHERE DOOR IS
USED - MOUNT ON WALL ADJACENT LATCH SIDE.)
2. MOUNT WITH STAINLESS STEEL TAMPERPROOF SCREWS.
3. SIGN AND MOUNTING TO CONFORM TO REQUIREMENTS OF AMERICAN'S WITH DISABILITIES ACT.
1/2" RADIUS
MOUNTING
HEIGHT
VARIES 6"
MINIMUM
8'-0"
1'-0" 3'-0" 1'-0"
VARIES
3'-0"
MOUNTING HEIGHT
(SEE SCHEDULE)
TRAFFIC FLOW
PIPE CENTERLINE
REFLECTIVE LETTER
DIE-CUT TEXT (SEE
SCHEDULE)
1/4"Ø DRAIN HOLE
BELOW EACH
HANGER ASSEMBLY
1/4" GALVANIZED BENT PLATE
HANGER, 3" WIDE @ 4'-0"
MAXIMUM SPACING
1/4"Ø PLASTIC COATED STEEL CABLE
WITH CRIMP STYLE CLAMPS - PROTECT
CUT END OF CABLE FROM CORROSION
1/4"Ø SELF-TAPPING
STAINLESS STEEL
SCREWS
(2) 2" x 2" x 1/4" x 1'-0" ANGLES.
ALUMINUM ANGLES IN SAWCUT
ALONG PIPE AXIS - ATTACH
ANGLES TOGETHER USING (2)
1/4"Ø STAINLESS STEEL SCREWS
1/4"Ø THREADED STUD
EXPANSION ANCHOR
WITH STAINLESS STEEL
WASHER AND LOCK NUT
FOR HANGER
ATTACHMENT
P/C SPANDREL OR
P/C TEE LEG
8"Ø BLACK PVC PIPE WITH FLUSH,
SMOOTH END CAPS AT EACH END OF
PIPE - MOUNT HORIZONTAL ABOVE
TRAFFIC LANE
REFLECTIVE LETTER
DIE-CUT TEXT (SEE
SCHEDULE)
1/4"Ø DRAIN HOLE
BELOW EACH
HANGER ASSEMBLY
SEE SECTION BELOW
CLEARANCE BAR ELEVATION
2" 3/4" 3/4" 2"
(SEE SCHEDULE)
MOUNTING HEIGHT
TOP OF PANEL WHERE APPLICABLE
FACE OF COLUMN, WALL, OR BEAM
"HILTI" METAL HIT ANCHOR OR APPROVED
EQUAL @ 3'-0" ON CENTER (MINIMUM (4)
ANCHORS PER SIGN)
SIGN FACE
BOTTOM OF BEAM
WHERE APPLICABLE
NOTES:
1. DO NOT OVERDRIVE ANCHORS. OVERDRIVEN ANCHORS WILL DAMAGE SIGNS.
2. WHERE TOP OF PANEL OR BOTTOM OF BEAM CONDITION OCCURS; MAINTAIN A CONSTANT 2"
DIMENSION FROM TOP OF PANEL OR BOTTOM OF BEAM TO SIGN AS SHOWN.
3. SEE DETAIL 3/PK620 FOR SIGNS MOUNTED AT TOP LEVEL AND IN CONDITIONS WHERE SIGN FACE
IS EXPOSED TO DIRECT SUNLIGHT.
1/16" MAXIMUM
1"
7/16"
.080 NOMINAL
ALUMINUM SIGN
THICKNESS
NOTES:
1. DO NOT OVERDRIVE ANCHORS. OVERDRIVEN ANCHORS WILL DAMAGE BUSHINGS AND SIGNS.
2. USE THIS MOUNTING DETAIL ON BUMPER WALLS, COLUMNS, PANELS AND BEAMS WITH DETAIL
2/PK620 AT TOP LEVEL AND IN CONDITIONS WHERE SIGN FACE IS EXPOSED TO DIRECT
SUNLIGHT.
ELEVATION
SECTION
SLOTTED HOLE IN
SIGN FACE AT EACH
REQUIRED LOCATION
5/8" OUTSIDE DIAMETER
STAINLESS STEEL WASHER
SIGN FACE
NYLON BUSHING
HILTI METAL HIT ANCHOR
OR APPROVED EQUAL
1" 1" 1"
1" 2" 2" 1"
3/4" 3/4"
(SEE SCHEDULE)
MOUNTING HEIGHT
WELDED
CONNECTION
(ALL AROUND)
OPTION: 3" ANGLE (MINIMUM) HORIZONTAL
SLEEVE WELDED TO VERTICAL - PROVIDE (2)
STAINLESS STEEL SELF-LOCKING CUP POINT
SET SCREWS EACH HORIZONTAL, EACH END
SIGN FACE FOR
BACK TO BACK
SIGNS
A
1/8"Ø STAINLESS STEEL TAMPER
PROOF SCREWS @ EACH VERTICAL
AND MIDPOINT BETWEEN VERTICALS
ALUMINUM ANGLE 3" x 3" x 1/4" WITH (2)
3/8"Ø x 2" EMBED. STAINLESS STEEL OR
GALVANIZED HILTI KWIK-BOLT 3 OR
APPROVED EQUAL
3/8"Ø STAINLESS STEEL BOLT AND
LOCKNUT. SNUG LOCKNUT TO ALLOW
SIGN TO SWING FREE (SEE NOTE 2)
1" SQUARE x 1/8" WALL ALUMINUM
HORIZONTAL (MINIMUM (2) REQUIRED)
1" SQUARE x 1/8" WALL ALUMINUM
VERTICAL TUBE HANGER
SIGN FACE
NOTES:
1. HANGER SPACING 3'-0" ON CENTER MAXIMUM - MINIMUM (2) HANGERS PER SIGN.
2. OPTIONAL HANGER CONNECTION - 3/8"Ø STAINLESS STEEL CLEVIS PIN WITH HAIRPIN COTTER.
3. MAXIMUM SIGN CANTILEVER 1'-0".
4. ALUMINUM TUBING SHALL BE SQUARE CORNER EXTRUDED 6063-T52 OR 6061-T6. ALUMINUM
ANGLE SHALL BE EXTRUDED 6061-T6. STAINLESS STEEL HARDWARE SHALL BE 300 SERIES
MATERIAL.
5. USE NEOPRENE OR VINYL WASHERS BETWEEN DISSIMILAR METALS SURFACES IN AREAS
SUBJECT TO CORROSION.
6. SEE DETAIL 4/PK620 FOR MOUNTING LOCATION IN RELATIONSHIP TO P/C TEE LEGS.
ELEVATION A
MOUNTING HEIGHT
(SEE SCHEDULE)
4" 1'-0" 6"
1/2"Ø STAINLESS STEEL
KWIK BOLT OR
APPROVED EQUAL
SET SCREW
GALVANIZED BENT PLATE
1 1/2" WIDE x 3/16" THICK
TOP CAP PLATE
SIGN FACE
BOTTOM CAP PLATE
MOUNTING BRACKETS WITH
TAMPER RESISTANT SIGN
BOLTS
2 3/8" OUTSIDE DIAMETER
GALVANIZED PIPE
CONCRETE OR CMU
BUMPER WALL
NOTES:
1. PIPE TO BE VERTICAL.
2. LOCATE REINFORCEMENT PRIOR TO INSTALLATION OF BENT PLATE BRACKETS.
SECTION A-A
A A
MOUNTING HEIGHT
(SEE SCHEDULE)
SEE STRUCTURAL PLANS
1'-0"
MAXIMUM
NOTES:
1. CENTER SIGN MOUNTING BETWEEN P/C TEE LEGS WHERE SIGNS ARE BACK TO BACK.
TRAFFIC FLOW
P/C TEE LEG,
TYPICAL
FACE OF SIGN
SEE DETAIL 5/PK620
FOR ATTACHMENT
TO P/C TEE
3'-6"
1'-0"
1'-6"
SQUARE
1
2
2
1
SLAB-ON-GRADE
6"∅ STANDARD GALV STEEL PIPE FILED
WITH CONCRETE
9" x 9" x 1/2" GALV STEEL PLATE W/
(4) 3/4"Ø x 4 3/4" EMBEDMENT
STAINLESS STEEL EXPANSION
ANCHORS @ 6 1/2" OC
1/4" NEOPRENE PAD, SEALANT ALL
AROUND
3/16"
NOTE:
PAINT ENTIRE PIPE GUARD ASSEMBLY TRAFFIC YELLOW.
SLOPE CONCRETE AT
TOP FOR DRAINAGE
INTER CELL SPACING
WITHIN A CELL = .10"
ROUNDED DOT (ACCEPTIBLE)
SQUARE DOT (IS NOT ACCEPTIBLE)
RECOMMEND ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS, EACH DISTINCT AND SEPERATE. DOTS WITH STRAIGHT SIDES AND FLAT TOPS ARE
NOT READABLE FOR MANY BRAILLE USERS.
BRAILLE CELL INTER CELL
SPACING = .20"
5. BRAILLE: CONTRACTED CALIFORNIA GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE
STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 mm) ON CENTERS IN EACH CELL WITH 2/10 INCH (5.08 mm) SPACE BETWEEN CELLS, MEASURED M THE
SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40
INCH (0.635 mm) ABOVE THE BACKGROUND. (SEE 10.005B FOR TEMPLATES)
1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32" (0.794 mm) MINIMUM AND SHALL BE HALVETICA MEDIUM UPPERCASE CHARACTERS
ACCOMPANIED BY GRADE 2 BRAILLE (SEE NOTE 5 BELOW).
2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" (15.9 mm) AND A MAXIMUM OF 2 INCHES (51 mm) HIGH.
3. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-
GLARE FINISH. 1117B.5.2
4. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT
RATION OF BETWEEN 1:5 AND 1:10 1117B.5.3
ALL LETTERS MEASURED MUST BE UPPERCASE. AFTER CHOOSING A TYPE TO TEST, BEGIN BY PRINTING THE LETTERS I, X, AND 0 AT 1 INCH HIGH.
PLACE THE TEMPLATES 1:1 SQUARE OVER THE X OR 0, WHICHEVER IS NARROWER. IF THE CHARACTER IS NOT WIDER THAN 1 INCH, NOR
NARROWER THAN THE 3:5 RECTANGLE, THE PROPORTIONS ARE CORRECT. USE THE 1:5 RECTANGLE TO DETERMINE IF THE STROKE OF THE I IS
TOO BROAD, AND THE 1:10 RECTANGLE TO SEE IF IT IS TOO NARROW. IF THE TESTS ARE PASSED, THE TYPESTYLE IS COMPLIANT WITH
PROPORTION CODE (SEE 10.005A FOR TEMPLATES).
TEMPLATE FOR CHECKING CHARACTER AND STROKE WIDTH TO HEIGHT PROPORTIONS:
BRAILLE CELL DOT
1:1
100%
CHARACTER
WIDTH
1:5
20%
STROKE
WIDTH
3:5
60%
1:10
10%
(VERTICAL OR HORIZONTAL)
EQ EQ
5'-0"
5'-0"
4" MIN/
12" MAX
4" MIN/
12" MAX
4" MIN/
12" MAX
5'-0"
4" MIN/
12" MAX
ACCESSIBLE DOOR
SIGNAGE
NOTES:
1. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE
ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY
ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 IN. ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING
LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING
PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. FOR PAIRS OF DOORS WHERE DOOR SWING IS LIMITED TO
90 DEGREES, MOUNT SIGN 9" FROM EDGE OF DOOR. FOR PAIRS OF DOORS WHERE DOOR SWING EXCEEDS 90 DEGREES, MOUNT
SIGN DOOR WIDTH PLUS 9" FROM EDGE OF DOOR.
2. SIGNS SHALL BE INSTALLED CENTERED ON THE DOOR. MOUNTING HEIGHT SHALL BE 60 IN. ABOVE THE FINISH FLOOR TO THE
CENTERLINE OF THE SIGN. THE COLOR AND CONTRAST OF THE SIGN SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND
CONTRAST OF THE DOOR.
ACCESSIBLE DOOR
SIGNAGE
ACCESSIBLE DOOR
SIGNAGE
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/10/2016 11:43:31 AM
PK620
SIGN MOUNTING DETAILS
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1SIGN SCALE: 3/4" MOUNTING = 1'-0" DETAIL
2SIGN SCALE: 3/4" MOUNTING = 1'-0" DETAIL
3SIGN SCALE: 12" MOUNTING = 1'-0" DETAIL
5SIGN SCALE: 3/4" MOUNTING = 1'-0" DETAIL
6SIGN SCALE: 3/4" MOUNTING = 1'-0" DETAIL
4SIGN SCALE: 3/4" MOUNTING = 1'-0" DETAIL
7PIPE SCALE: 3/4" BOLARD = 1'-0" - SLAB ON GRADE
9BRAILLE SCALE: 1" = 1'-0" INFORMATION
8DOOR SCALE: 1/4" = SIGNAGE 1'-0" LOCATION
5"
9"
MOUNTING
HEIGHT
ELEVATOR
SW STAIR
SUPERSINE PROCESS
DIE-RAISED LETTER
.102" ALUMINUM SIGN
(OR APPROVED
EQUIVALENT)
BLACK MATTE FINISH
(FACE, EDGES AND BACK)
1" HIGH HELVETICA MEDIUM
SILVER TEXT (1/32" MINIMUM
RAISED IMAGE RELIEF HEIGHT)
GRADE-2 BRAILLE COPY
NOTES:
1. SIGN TO BE MOUNTED ON WALL OR COLUMN ADJACENT OPENING TO EXIT. (WHERE DOOR IS
USED - MOUNT ON WALL ADJACENT LATCH SIDE.)
2. MOUNT WITH STAINLESS STEEL TAMPERPROOF SCREWS.
3. SIGN AND MOUNTING TO CONFORM TO REQUIREMENTS OF AMERICAN'S WITH DISABILITIES ACT.
4. COORDINATE NAME OF STAIR TOWER WITH OWNER.
1/2" RADIUS
3"
9"
MOUNTING
HEIGHT
NE STAIR
SUPERSINE PROCESS
DIE-RAISED LETTER
.102" ALUMINUM SIGN
(OR APPROVED
EQUIVALENT)
BLACK MATTE FINISH
(FACE, EDGES AND BACK)
1" HIGH HELVETICA MEDIUM
SILVER TEXT (1/32" MINIMUM
RAISED IMAGE RELIEF HEIGHT)
GRADE-2 BRAILLE COPY
NOTES:
1. SIGN TO BE MOUNTED ON WALL OR COLUMN ADJACENT OPENING TO EXIT. (WHERE DOOR IS
USED - MOUNT ON WALL ADJACENT LATCH SIDE.)
2. MOUNT WITH STAINLESS STEEL TAMPERPROOF SCREWS.
3. SIGN AND MOUNTING TO CONFORM TO REQUIREMENTS OF AMERICAN'S WITH DISABILITIES ACT.
4. COORDINATE NAME OF STAIR TOWER WITH OWNER.
1/2" RADIUS
1'-2"
1'-9"
2" 4" 2" 7" 3" 3"
1 1/2'' RADIUS
2" CAP HEIGHT
CENTERED
HORIZONTALLY
1" CAP HEIGHT,
CENTERED
HORIZONTALLY
5" CAP HEIGHT,
CENTERED
HORIZONTALLY.
SIGN TO INDICATE
LEVEL NUMBER
1" CAP HEIGHT,
CENTERED
HORIZONTALLY
GRADE-2
BRAILLE,
TYPICAL
NOTES:
1. SIGN TO BE MOUNTED IN A POSITION THAT IS READILY VISIBLE WHEN THE
DOORS ARE IN THE OPEN AND CLOSE POSITIONS.
2. SIGN AND MOUNTING TO CONFORM TO IBC. THE CITY OF FORT COLLINS
FIRE DEPARTMENT, AND THE AMERICAN'S WITH DISABILITIES AC
REQUIREMENTS.
3. TEXT FONT AND COLORS BY OWNER. CHARACTERS SHALL CONTRAST
WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK
BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.
4. COORDINATE NAME OF STAIR TOWER AND LEVEL WITH OWNER.
5. ARROW TO POINT DOWN AT UPPER LEVELS AND LEFT OR RIGHT AT
GROUND LEVEL.
NE STAIR
3
GROUND LEVEL
ROOF ACCESS
1 THRU 3
EXIT AT
MOUNTING
HEIGHT
MOUNTING
HEIGHT
5"
1'-0"
EQ EQ EQ
5/8" MIN 5/8" MIN 5/8" MIN
EQ
1/4"
ELECTRICAL
ROOM
3/8" RADIUS TYP
NOTES:
1. THE SIGN MESSAGE TO BE COORDINATED WITH ROOM NAMES AS SHOWN ON THE PLANS.
2. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF THE DOOR, CLEAR OF DOOR SWING.
NOTES:
TYPE 3 ROOM NUMBER
INTERIOR
1. 1/4" ACRYLIC PLAQUE, EASED EDGES.
2. RAISED NUMBERS AND BRAILLE PRODUCED BY PHOTOPOLYMER
PROCESS TO CONFORM WITH CALIFORNIA TITLE 24
3. ALL EXPOSED SURFACES PAINTED/SCREEN PRINTED TO MATCH
COLOR BREAKS AS SHOWN.
EXTERIOR
1. 1/4" ALUMINUM OR ZINC PLAQUE,EASED EDGES.
2. SURFACE ETCHED TO PRODUCE RAISED NUMBERS AND
BRAILLE TO CONFORM WITH CALIFORNIA TITLE 24.
3. ALL EXPOSED SURFACES PAINTED/SCREEN PRINTED
TO MATCH COLOR BREAKS AS SHOWN.
- ADHESIVE-MOUNTED TO WALLS.
- TYPEFACE HELVETICA MEDIUM
SIDE VIEW
SEE SIGN
SCHEDULE FOR
ROOM NAME
4'-4"
1'-0"
3" 6 1/2" 3"
EQUAL 6 1/2" EQUAL
MOUNTING
HEIGHT
SYMBOL COLOR
WHITE, TYPICAL
BACKGROUND COLOR
BLACK
6" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR WHITE
Park
4'-4"
3" 6 1/2" 3"
EQUAL 6 1/2" EQUAL
1'-0"
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUNDWHITE COLOR COLOR
BLACK
MOUNTING
HEIGHT
Park
5"
8"
RED
BLACK
WHITE
In Case Of Fire
Use Exit
Elevators Are Out Of Service
LEGEND
5'-4"
1'-0"
3" 6 1/2" 3"
EQUAL EQUAL
6 1/2"
SYMBOL COLOR
BLACK, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR BLACK BACKGROUND COLOR
WHITE
MOUNTING
HEIGHT
Pay Station
EQUAL EQUAL
4'-4"
1'-0"
EQ 6 1/2" 2"
6 1/2"
8"
2"
2" 2"
2" 5" 4 7/8"
1"
EQ
MOUNTING
HEIGHT
SYMBOL COLOR
WHITE, TYPICAL
4" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR WHITE BACKGROUND COLOR
BLACK
Elevator
Stairs
4'-4"
1'-0"
3 1/2" 5" 3 1/2"
4 7/8"
4'-4"
2"
EQUAL EQUAL
EQUAL 6 1/2" 2"
6 1/2"
EQUAL
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR WHITE BACKGROUND COLOR
BLACK
MOUNTING
HEIGHT
Stairs
4'-4"
1'-0"
5"
3 1/2" 3 1/2"
4 7/8"
4'-4"
2"
EQUAL EQUAL
2" 6 1/2" EQUAL
6 1/2"
EQUAL
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUNDWHITE COLOR COLOR
BLACK
MOUNTING
HEIGHT
Stairs
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/10/2016 11:43:31 AM
PK611
SIGN DETAILS
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
3SIGN SCALE: 3" = DETAIL 1'-0" S18
4SIGN SCALE: 1/2" DETAIL = 1'-0" S19
5SIGN SCALE: 3" = DETAIL 1'-0" S20
6SIGN SCALE: 3" = DETAIL 1'-0" S21
7SIGN SCALE: 3" = DETAIL 1'-0" S22
8SIGN SCALE: 1 1/DETAIL 2" = 1'-0" S23
9SIGN SCALE: 3" = DETAIL 1'-0" S26
10SIGN SCALE: 1" = DETAIL 1'-0" S28
11SIGN SCALE: 1" = DETAIL 1'-0" S29
2SIGN SCALE: 1" = DETAIL 1'-0" S17
1SIGN SCALE: 1" = DETAIL 1'-0" S16
12SIGN SCALE: 1" = DETAIL 1'-0" S30
13SIGN SCALE: 1" = DETAIL 1'-0" S31
14SIGN SCALE: 1" = DETAIL 1'-0" S32
RESERVED
PARKING
6" 1"
RESERVED
PARKING
NOTES:
1. THE VAN ACCESSIBLE SIGN SHALL BE
CENTERED UNDER THE ACCESSIBLE
PARKING SIGN AS SHOWN.
2. SEE DETAIL 5/PK610 FOR MORE
INFORMATION ON RESERVED
PARKING SIGN.
MOUNTING
HEIGHT
VAN
ACCESSIBLE
8'-0"
1'-0"
6 1/2" 3"
EQUAL EQUAL
6 1/2"
3" 6"
MOUNTING
HEIGHT
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUNDWHITE COLOR COLOR
BLACK
RED CIRCLE,
BLACK ARROW
ON WHITE
RETROREFLECTIVE
STICKER
Public Parking
4'-4"
1'-0"
3" 6 1/2"
EQUAL EQUAL
6 1/2"
EQ 6 1/2" 3" EQ
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR WHITE BACKGROUND COLOR
BLACK
MOUNTING
HEIGHT
Exit
4'-4"
1'-0"
3" 6 1/2" 3"
EQUAL EQUAL
6 1/2"
3" 6"
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT, CENTERED
VERTICALLY, COLOR WHITE
BACKGROUND COLOR
BLACK
MOUNTING
HEIGHT
RED CIRCLE,
BLACK ARROW
ON WHITE
RETROREFLECTIVE
STICKER
Park
4'-4"
1'-0"
3" 6 1/2" 3"
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR WHITE BACKGROUND COLOR
BLACK
MOUNTING
HEIGHT
Out
4'-4"
EQUAL 6" EQUAL
1'-0"
3" 6" 6" 3"
1"
MOUNTING
HEIGHT
WHITE ON RED
RETROREFLECTIVE
STICKER, TYPICAL
4" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR WHITE
BACKGROUND
COLOR BLACK
Enter
Do Not
4'-4"
3" 6 1/2" 3"
EQUAL 6 1/2" EQUAL
1'-0"
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUNDWHITE COLOR COLOR
BLACK
MOUNTING
HEIGHT
Out
4'-4"
1'-0"
3" 6 1/2" 3"
EQUAL EQUAL
6 1/2"
3" 6"
SYMBOL COLOR
WHITE, TYPICAL
BACKGROUND COLOR
BLACK
MOUNTING
HEIGHT
RED CIRCLE,
BLACK ARROW
ON WHITE
RETROREFLECTIVE
STICKER
6" CAP HEIGHT, CENTERED
VERTICALLY, COLOR WHITE
Out
LEVEL COLOR
GROUND
SECOND
THIRD
NUMBER
LEVEL
G
2
3
1'-6"
1'-6"
3" 2" 2" 8" 3"
2
DESIGNATION COLORS
SCHEDULE FOR LEVEL
TO BE DETERMINED BY
OWNER/ARCHITECT
TO BE DETERMINED BY
OWNER/ARCHITECT
TO BE DETERMINED BY
OWNER/ARCHITECT
LEVEL NUMBER,
SEE SCHEDULE
BACKGROUND COLOR,
SEE SCHEDULE
LETTER/SYMBOL
COLOR WHITE
FRUTIGER LT 55
ROMAN
1 1/2" RADIUS
NOTES:
1. CENTER TEXT ON SIGN.
2. GENERAL CONTRACTOR TO VERIFY AND COORDINATE COLORS WITH OWNER PRIOR TO ORDERING SIGNS.
3. PRIMARY SIGN COLORS SHOULD BE CONSIDERED INSTEAD OF PASTELS. RED, YELLOW AND ORANGE ARE NOT
RECOMMENDED.
MOUNTING
HEIGHT
Remember
4'-4"
1'-0"
5"
3 1/2" 3 1/2"
4 7/8"
4'-4"
2"
EQUAL EQUAL
2" 6 1/2" EQUAL
6 1/2"
EQUAL
SYMBOL COLOR
WHITE, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUNDWHITE COLOR COLOR
BLACK
MOUNTING
HEIGHT
Stairs
EQUAL EQUAL
4'-4"
1'-0"
2" 6 1/2" EQ
6 1/2"
8"
2"
2" 2"
4 7/8" 5" 2"
1"
EQ
MOUNTING
HEIGHT
SYMBOL COLOR
WHITE, TYPICAL
4" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUNDWHITE COLOR COLOR
BLACK
Elevator
Stairs
EQUAL EQUAL
4'-4"
1'-0"
2" 6 1/2" EQ
6 1/2"
8"
2"
2" 2"
4 7/8" 5" 2"
1"
EQ
MOUNTING
HEIGHT
SYMBOL COLOR
WHITE, TYPICAL
4" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUNDWHITE COLOR COLOR
BLACK
Elevator
Stairs
1'-10"
2'-3"
Remember 3/8"
license plate
number. Pay
at pay station
at stair tower
immediately
after parking.
NOTES:
1. CENTER TEXT ON SIGN.
BACKGROUND
COLOR
WHITE
2" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR BLACK
MOUNTING
HEIGHT
1 1/2" RADIUS
1 1/8" RADIUS
3/8" BORDER,
COLOR BLACK
3'-10"
1'-0"
EQUAL EQUAL
3/8"
4" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR BLACK
BACKGROUND COLOR
WHITE
MOUNTING
HEIGHT
3/8" BORDER,
COLOR BLACK
1 1/8" RADIUS
P
a
y
H
e
r
e
5'-4"
1'-0"
6 1/2" 3"
EQUAL EQUAL
6 1/2"
3" 6 1/2"
SYMBOL COLOR
BLACK, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
COLOR BLACK BACKGROUND COLOR
WHITE
MOUNTING
HEIGHT
Pay Here
5'-4"
1'-0"
3" 6 1/2" 3"
EQUAL 6 1/2" EQUAL
SYMBOL COLOR
BLACK, TYPICAL
6" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUND COLOR COLOR BLACK
WHITE
MOUNTING
HEIGHT
Pay Station
REMARKS
CB1
MARK
W L
8'-0"
SIZE
TEXT/MESSAGE
8 FT 2 IN
TYPE
PVC
SIGN
SIGN SCHEDULE
MOUNTING
DETAIL HEIGHT
SIGN DETAIL
1/PK620 8'-2"
Pay Here
7 FT 6 IN PVC
Exit Only
Pay Station
CB2
CB3
R7-1
R7-8
R7-8a
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14
S15
S16
S17
8'-0"
8'-0"
1'-6" 1'-0" No Parking Any Time
1'-6" 1'-0"
2'-1" 1'-0"
........
VAN
........
Exit
Park
Public Parking
Out
Do Not Enter
Out
Out
Level Designator Remember
Stairs
Stairs/Elevator
Stairs/Elevator
Remember License Plate Number ...
Pay Here
Pay Station
In Case Of Fire...
PVC
V
R
R
V
V
V
V
V
V
R
PP
PP
PP
PP
PP
PP
PP
VR
PP
8'-0"
1'-6" 1'-6"
4'-4"
1'-10"
1/PK610
PP
2/PK610
3/PK610
4/PK610
5/PK610
6/PK610
7/PK610
8/PK610
9/PK610
10/PK610
11/PK610
12/PK610
13/PK610
14/PK610
15/PK610
16/PK610
17/PK610
18/PK610
19/PK610
20/PK610
21/PK610
22/PK610
1/PK611
1/PK620 7'-6"
1/PK620 8'-2"
2/PK620 5'-0"
5'-0"
5'-0"
4/PK620
2/PK620 5'-0"
2/PK620
2/PK620
2/PK620 6'-0"
5/PK620 8'-4"
7'-8"
5/PK620 8'-4"
7'-8"
5/PK620 8'-4"
7'-8"
4/PK620 8'-4"
7'-8"
4/PK620 8'-4"
7'-8"
8'-4"
7'-8"
5/PK620 8'-4"
5/PK620 8'-4"
TWO COMPONENT SIGN
MOUNT AT 8'-4" AT GROUND LEVEL,
AND AT 7'-8" AT OTHER LEVELS
MOUNT AT 8'-4" AT GROUND LEVEL,
AND AT 7'-8" AT OTHER LEVELS
MOUNT AT 8'-4" AT GROUND LEVEL,
AND AT 7'-8" AT OTHER LEVELS
MOUNT AT 8'-4" AT GROUND LEVEL,
AND AT 7'-8" AT OTHER LEVELS
MOUNT AT 8'-4" AT GROUND LEVEL,
AND AT 7'-8" AT OTHER LEVELS
MOUNT AT 8'-4" AT GROUND LEVEL,
AND AT 7'-8" AT OTHER LEVELS
MOUNT PER ELEVATOR MANUFACTURER
8'-4"
4/PK620 8'-4"
4/PK620 7'-8"
4/PK620 7'-8"
5/PK620
4/PK620
S18 Fire Extinguisher
S19 Elevator Designation
S20 Exit (Braille)
S21 SW Stair/Elevator (Braille)
S22 NE Stair (Braille)
S23 Stair/Level Designation
S24 Storage Room (Braille)
S25 Mechanical Room (Braille)
S26 Electrical Room (Braille)
S27 Server Room (Braille)
S28 Park
S29 Park
SIGNAGE GENERAL NOTES:
1. SIGN PANEL BACKGROUND AND LETTER COLORS TO BE PER MUTCD
STANDARDS.CONTRACTOR TO VERIFY WITH OWNER/ARCHITECT PRIOR TO FABRICATION.
2. UPPER AND LOWER CASE SHALL BE USED ON ALL DIRECTIONAL TRAFFIC AND PEDESTRIAN
SIGNS, UNLESS NOTED.
3. SIGN CONTRACTOR SHALL REVIEW SIGN LOCATIONS PRIOR TO INSTALLATION WITH
ARCHITECT TO COORDINATE WITH LIGHTING SYSTEM. SIGN AND LIGHT LOCATIONS PER
SPECIFICATIONS.
4. SIGNS SHALL BE MOUNTED LEVEL AND PLUMB, UNLESS NOTED.
5. WHERE TWO (2) SIGNS ARE MOUNTED BACK TO BACK, SMALLEST L DIMENSION SHALL
INCREASE TO MATCH LARGEST L DIMENSION.
6. MAXIMUM BOLT INSERT EMBEDMENT LENGTH 1 1/4", UNLESS NOTED.
7. DO NOT SCALE DRAWINGS.
8. BACK AND EDGES OF ALL ALUMINUM SIGNS MOUNTED DIRECTLY TO STRUCTURE SHALL BE
PAINTED (SIGHT BACKGROUND COLOR) TO PREVENT CATHODIC REACTIONS.
9. REFLECTIVE GRAPHICS AND COPY COLORS ARE 3M. ALL NON-REFLECTIVE COLORS AND
PANTONE.
10. ALL FONTS TO BE ARIAL OR APPROVED EQUIVALENT SAN SERIF FONT, UNLESS NOTED
OTHERWISE.
SIGN TYPES LEGEND
MARK TYPE
V - REFLECTIVE VEHICULAR DIRECTIONAL AND INFORMATION SIGNS
R - RETROREFLECTIVE REGULATORY SIGNS
PVC - PVC PIPE CLEARANCE SIGNS
VR - VANDAL-RESISTANT SIGNS
A - BRAILLED ADA COMPLIANT IDENTIFICATION SIGNS
PP - PEDESTRIAN PANEL
8"Ø
8"Ø
8"Ø
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
4'-4"
4'-4"
4'-4"
4'-4"
4'-4"
4'-4"
1'-0"
1'-0"
1'-0"
2'-3"
4'-4"
4'-4"
3'-10" 1'-0"
1'-0" 5'-4"
1'-0" 5'-4"
1'-0" 5'-4"
8" 5"
2'-0" 6"
3" 5"
5" 9"
3" 9"
1'-9" 1'-2"
5" 1'-0"
5" 1'-0"
5" 1'-0"
5" 1'-0"
1'-0" 4'-4"
1'-0" 4'-4"
PP
PP
A
A
A
A
A
A
A
A
V
V
2/PK611
3/PK611
4/PK611
5/PK611
6/PK611
7/PK611
8/PK611
8/PK611
8/PK611
8/PK611
9/PK611
5/PK620 8'-4" 10/PK611
5/PK620 8'-4"
5'-0"
5'-0"
5'-0"
2/PK620 5'-0"
2/PK620
2/PK620
2/PK620
2/PK620
2/PK620
2/PK620
2/PK620
2/PK620
2/PK620
- -
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
-
-
SEE DETAIL 8/PK620 FOR SIGN MOUNTING LOCATION
SEE DETAIL 8/PK620 FOR SIGN MOUNTING LOCATION
SEE DETAIL 8/PK620 FOR SIGN MOUNTING LOCATION
SEE DETAIL 8/PK620 FOR SIGN MOUNTING LOCATION
AT LEVEL 1 ATTACH TO UNISTRUT SUPPORTED
BETWEEN TWO LIGHT WALLS
2/PK620
6/PK620
MOUNT ABOVE FIRE EXTINGUISHER CABINET. PLAN
LOCATION APPROXIMATE
S30 1'-0" 4'-4"
S11a Stairs/Elevator PP
FOR MOUNTING HEIGHT AT LEVEL 3, SEE DETAIL
1'-0" 4'-4" 2/PK620 5'-0" 2/PK620
-
5'-0"
ATTACH TO UNISTRUT SUPPORTED BETWEEN TWO LIGHT
WALLS OR SEE DETAILS 2/PK620 FOR MOUNTING HEIGHT
AT LEVEL 3
Stairs/Elevator PP
11/PK610
1'-0" 4'-4" 2/PK620 5'-0"
Stairs
1'-0" 4'-4" PP
1'-0" 4'-4" PP 2/PK620 5'-0"
2/PK620 5'-0"
AT LEVEL 3 ATTACH TO UNISTRUT SUPPORTED
BETWEEN TWO LIGHT WALLS
AT LEVEL 3 ATTACH TO UNISTRUT SUPPORTED
BETWEEN TWO LIGHT WALLS
AT LEVEL 3 ATTACH TO UNISTRUT SUPPORTED
BETWEEN TWO LIGHT WALLS
S31
S32
12/PK610
Stairs 13/PK610
14/PK610
EQUAL EQUAL
4'-4"
1'-0"
2" 6 1/2" EQ
6 1/2"
8"
2"
2" 2"
4 7/8" 5" 2"
1"
EQ
MOUNTING
HEIGHT
SYMBOL COLOR
WHITE, TYPICAL
4" CAP HEIGHT,
CENTERED
VERTICALLY,
BACKGROUNDWHITE COLOR COLOR
BLACK
Elevator
Stairs
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/10/2016 11:43:31 AM
PK610
SIGN SCHEDULE AND DETAILS
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1SIGN SCALE: 1" = DETAIL 1'-0" CB1
2SIGN SCALE: 1" = DETAIL 1'-0" CB2
3SIGN SCALE: 1" = DETAIL 1'-0" CB3
4FEDERAL SCALE: 1" = 1'-0" SIGN R7-1
5FEDERAL SCALE: 1" = 1'-0" SIGN R7-8
6FEDERAL SCALE: 1" = 1'-0" SIGN R7-8a
7SIGN SCALE: 1" = DETAIL 1'-0" S1
8SIGN SCALE: 1" = DETAIL 1'-0" S2
9SIGN SCALE: 1" = DETAIL 1'-0" S3
10SIGN SCALE: 1" = DETAIL 1'-0" S4
11SIGN SCALE: 1" = DETAIL 1'-0" S5
12SIGN SCALE: 1" = DETAIL 1'-0" S6
13SIGN SCALE: 1" = DETAIL 1'-0" S7
14SIGN SCALE: 1" = DETAIL 1'-0" S8
15SIGN SCALE: 1" = DETAIL 1'-0" S9
16SIGN SCALE: 1" = DETAIL 1'-0" S10
17SIGN SCALE: 1" = DETAIL 1'-0" S11
19SIGN SCALE: 1" = DETAIL 1'-0" S12
20SIGN SCALE: 1" = DETAIL 1'-0" S13
21SIGN SCALE: 1" = DETAIL 1'-0" S14
22SIGN SCALE: 1" = DETAIL 1'-0" S15
18SIGN SCALE: 1" = DETAIL 1'-0" S11a
APPLICABLE WITH 4" WIDE
CENTER STRIPE BETWEEN
BAYS
4" WIDE WHITE
PAINT STRIPE,
TYPICAL
1'-0"
2'-0"
TYP.
45°
VARIES
SEE PLANS
SEE PLANS
4" WIDE WHITE PAINT
STRIPE, TYPICAL
FACE OF WALL WHERE
OCCURS
4'-0"
5'-4"
1'-10"
1'-8"
2'-0"
1'-0" 1'-3"
8"
2'-0"
8" 8" 8"
6'-0"
2'-9" 3'-3"
4"
2'-0"
8" 8" 8"
8'-0"
4'-9" 3'-3"
4"
1'-10"
1'-8"
8"
1'-0"
2'-0"
1'-3"
4'-0"
5'-4"
NOTE: PAINT ARROWS SOLID WHITE, UNLESS NOTED OTHERWISE.
3'-6"
MINIMUM
6"
TYPICAL
WHITE PAINT
TYPICAL
9'-3"
4'-0" 10'-0"
4'-0" 1'-6" 2'-3"
17'-0"
A
B
CR/I
AG
PROTECTIVE BOLLARD, TYPICAL
SEE 8/PK601
C8
C5
C7
C9
C1
3/4"
6"
6" 4'-0"
1 1/4"
TYP
NOTES:
1. PAINT ENTIRE PIPE BOLLARD ASSEMBLY TRAFFIC YELLOW.
2. PARCS VENDOR AND GENERAL CONTRACTOR TO COORDINATE FINAL LOCATION OF PIPE BOLLARD
WITH EQUIPMENT ACCESS REQUIREMENTS.
1/4
3/16
PAVEMENT
RAKE SLAB SURFACE FOR BOND
ISLAND CONSTRUCTION PER
STRUCTURAL
TOP OF CURB OR ISLAND
COVE SEALANT ALL AROUND PLATE
6" x 10" x 1/2" GALV PLATE W/ (4) 3/4"
DIA STAINLESS STEEL EXPANSION
ANCHORS W/ 4 3/4" EMBEDMENT
1/8" NEOPRENE PAD
4" DIA GALV SCHEDULE 40 PIPE SET
PLUMB W/ 5" DIA x 1/4" CAP PLATE
PAINT VERT
FACE AND 6" OF
HORIZ FACE
TRAFFIC
YELLOW TYPICAL
6'-0"
2'-6"
45°
NOTES:
A. VERIFY SIZE OF LOOP, SIZE OF WIRE AND NUMBER OF TURNS AND NUMBER OF
TWISTS PER FOOT IN LOOP LEADS WITH DETECTOR SUPPLIER BEFORE
INSTALLATION.
B. LOOP LEAD RUNS SHALL HAVE (4) TWISTS PER FOOT AND ARE LIMITED TO 100
FEET.
C. LOOP AND LOOP LEADS SHALL BE LOCATED AT LEAST 18" FROM ANY
ELECTRICAL POWER SERVICE OR RUNS, AND STEEL REINFORCING IF POSSIBLE.
D. LOOP LEADS SHALL BE IN SEPARATE RIGID STEEL CONDUIT BETWEEN LOOP AND
DETECTOR. IT MUST NOT SHARE CONDUIT WITH OTHER WIRING OR LEADS FROM
OTHER LOOPS.
E. LOOP AND LOOP LEAD WIRE SHALL BE 16-GAUGE XLPE CONDUCTOR STRANDED
WIRE. ALL WIRE TO BE CONTINUOUS WITHOUT SPLICES.
F. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR.
℄
℄
SAWCUT PAVEMENT 1/4" WIDE BY 1" DEEP.
INSTALL 4 TURNS OF 16-GAUGE XLPE SINGLE
CONDUCTOR WIRE. FILL SLOT WITH 3M
DETECTOR LOOP SEALANT OR AN APPROVED
EQUIVALENT.
16-GAUGE XLPE TWISTED
CONDUCTOR WIRES TO LOOP
DETECTOR UNIT IN 3.4" RIGID
STEEL CONDUIT.
AG
6'-0"
2'-6"
CR\I
GENERAL NOTES:
1. DRAWINGS ARE SCHEMATIC DIAGRAMS. PARCS CONTRACTOR TO
COORDINATE FINAL CONDUIT QUANTITIES, SIZES, LOCATION OF
CONDUIT STUB UPS, PROTECTIVE BOLLARDS, AND EQUIPMENT
MOUNTING LOCATIONS.
ELECTRICAL NOTES:
1. ALL EXPOSED CONDUIT TO BE RIGID HOT DIPPED GALVANIZED.
2. SEE EQUIPMENT LEGEND FOR POWER REQUIREMENTS.
3. COORDINATE WITH CIVIL AND ELECTRICAL DRAWINGS FOR
POWER SUPPLY AND DATA LINE INTERFACES.
4. POWER AND COMMUNICATIONS SHALL BE ROUTED IN SEPARATE
CONDUITS. VOLTAGE DROP SHALL BE LESS THAN 3%.
CONDUITS AND CONDUCTORS SHALL BE SIZED PER THE
NATIONAL ELECTRICAL CODE REQUIREMENTS. CONSULT
ELECTRICAL ENGINEER FOR DETAILS.
ISLAND PROTECTIVE BOLLARD
CARD READER/INTERCOM
POWER FROM
GATE/BOOTH
AUTOMATIC GATE
1-30A, 120V, 2400W CIRCUIT
TYPICAL LOOP
EQUIPMENT LEGEND
DEFINITION
CONDUIT LEGEND
DESIGNATION SIZE DEFINITION
C1
C5
C7
C8
C9
1 1/2"
1 1/2"
1"
3/4"
1"
PARCS DATA
RIGID STEEL LOOP LEAD
POWER FEEDER, ONE 120V CIRCUIT FROM POWER SOURCE
VOICE COMMUNICATION TO MAIN COMMUNICATION INTERFACE
PARCS DATA FROM FACILITY MANAGEMENT SYSTEM
EQUIPMENT
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/10/2016 11:43:30 AM
PK601
STRIPING AND PARCS DETAILS
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
165° SCALE: ACCESSIBLE 1/8" = 1'-0" STRIPING DETAIL
290° SCALE: ACCESSIBLE 1/8" = 1'-0" STRIPING DETAIL
365° SCALE: STRIPING 1/8" = 1'-0" DETAIL
490° SCALE: STRIPING 1/8" = 1'-0" DETAIL
5STRIPING SCALE: 1/4" = 1'-0" DETAIL-NO PARKING AREA
7TYPICAL SCALE: 1/2" = 1'-0" ARROW DETAILS
6CROSSWALK SCALE: 1/8" = 1'-0" MARKING
9ENTRY/SCALE: 1/4" = 1'-EXIT 0" WITH CARD READER
8PIPE SCALE: 1" BOLLARD = 1'-0" DETAIL
10DETECTOR SCALE: 3/4" = 1'-0" LOOP DETAIL
3' - 0"
OPEN TO BELOW
RAMP DOWN
6.6 % DN
3' - 11 1/2"
18 SPACES AT 8'-9" = 174' - 0" 2' - 0" 9' - 0" 6' - 0"
8' - 0" 18 SPACES AT 8'-9" = 173' - 2 1/2" 5' - 6"
6' - 1"
8' - 10" 5' - 6" 8' - 10" 9 SPACES AT 8'-9" = 87' - 0" 10"
2 SPACES AT
9'-0" = 18' - 0"
1' - 0"
13' - 2" 2' - 0" 10 SPACES AT 8'-9" = 96' - 8" 5' - 11"
2' - 6" 3' - 6" 16 SPACES AT 8'-9" = 154' - 8" 3' - 10"
3' - 0"
9 SPACES AT 9'-0" = 81' - 0" 2' - 0"
9 SPACES AT 9'-0" = 81' - 0" 2' - 0"
7' - 6" 5 SPACES AT 8'-9" = 48' - 4" 4' - 8"
R 6' - 0"
R 5' - 0"
R 3' - 0"
R 6' - 0"
R 6' - 0"
R 5' - 0"
S19
FIRST LEVEL
ISOMETRIC
EXPRESS RAMP
EL. 0'-0"
FIRST LEVEL
EL. 4'-6"
SECOND LEVEL
EL. 15'-0"
THIRD LEVEL
EL. 25'-8"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/10/2016 11:43:29 AM
PK103
FLOOR PLAN LEVEL 3
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1THIRD SCALE: 3/32" LEVEL = 1'-0" FLOOR PLAN
C
D
E
F
G
5
A.3
F.6
16' - 7" 22' - 5" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 25' - 10" 13' - 2"
4' - 2" 18' - 4" 36' - 1" 62' - 6" 19' - 1" 19' - 1" 16' - 3"
ELEV
PAY STATION
EMERGENCY CALL BOX
PAY STATION
EMERGENCY CALL BOX
6" DIA. BOLLARD
28' - 9 3/8"
RAMP DOWN
6.6 % DN
EXPRESS
RAMP DOWN
13.9 % DN
RAMP UP
6.67 %
4 SPACES AT 9'-0" = 36' - 0" 4' - 4 1/2"
2' - 6"
4' - 2" 9' - 0"
2' - 0"
10 SPACES AT 8'-9" = 96' - 8" 5' - 11"
2' - 6" 1' - 9" 16 SPACES AT 8'-9" = 154' - 8" 6' - 6" 2' - 6"
4 SPACES AT 9'-0" = 36' - 0" 4' - 4 1/2"
2' - 6"
2' - 6" 6' - 6" 16 SPACES AT 8'-9" = 154' - 8" 1' - 9" 2' - 6"
3' - 11 1/2"
18 SPACES AT 8'-9" = 174' - 0" 2' - 0" 9' - 0" 6' - 0"
4' - 0" 9 SPACES AT 9'-0" = 81' - 0"
4' - 0" 9 SPACES AT 9'-0' = 81' - 0"
5' - 6" 18 SPACES AT 8'-9" = 174' - 0"
7' - 3"
6' - 1"
8' - 10" 5' - 6" 8' - 10" 9 SPACES AT 9'-0" = 87' - 0" 10"
2 SPACES AT
9'-0" = 18' - 0"
1' - 0"
R 8' - 0"
R 3' - 0"
R 5' - 0"
R 5' - 0"
R 8' - 0"
R 3' - 0"
R 3' - 0"
R 3' - 0"
S19
S30
S11a
FIRST LEVEL
ISOMETRIC
EXPRESS RAMP
EL. 0'-0"
FIRST LEVEL
EL. 4'-6"
SECOND LEVEL
EL. 15'-0"
THIRD LEVEL
EL. 25'-8"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/10/2016 11:43:28 AM
PK102
FLOOR PLAN LEVEL 2
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1SECOND SCALE: 3/32" = 1'-0" LEVEL FLOOR PLAN
ISOMETRIC
EXPRESS RAMP
EL. 0'-0"
FIRST LEVEL
EL. 4'-6"
SECOND LEVEL
EL. 15'-0"
THIRD LEVEL
EL. 25'-8"
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
STORAGE ROOM
MECH.
16' - 7" 22' - 5" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 25' - 10" 13' - 2"
4' - 2" 18' - 4" 36' - 1" 62' - 6" 19' - 1" 19' - 1" 16' - 3"
16' - 7" 22' - 5" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 25' - 10" 13' - 2"
POTENTIAL RETAIL/OFFICE FLEX SPACE
RAMP DOWN
5" RAMP ON GRADE W/
FIBROUS REINFORCING
RAMP UP
6.67 %
EXPRESS
RAMP UP
13.9 % UP
PUBLIC PARKING
HOTEL VALET PARKING
HOTEL VALET PARKING
RETAIL/OFFICE FLEX SPACE
JEFFERSON STREET
CHESTNUT STREET
ELEV
FIREHOUSE ALLEY
1.9%
1.9%
5.7% DN
FINISH FLOOR
FINISH FLOOR
CARD READER AND GATE
SEE DETAIL 9/PK601
CARD READER AND GATE
SEE DETAIL 9/PK601
PAY STATION
(ALTERNATE)
EMERGENCY CALL BOX
(ALTERNATE)
PAY STATION (ALTERNATE)
EMERGENCY CALL BOX
(ALTERNATE)
FINISH FLOOR
EL = 103' - 3 23/32"
FINISH FLOOR
STORAGE ROOM
8" TRENCH DRAIN -
WIDTH OF RAMP
SERVER
ROOM
ELEC.
ROOM
RAMP UP
1 %
EMERGENCY CALL BOX
(ALTERNATE)
MECH.
6" DIA. BOLLARD
1.5%
1.2%
1.7%
1.5%
EXTENTS OF FUTURE RETAIL/OFFICE
EL = 104' - 1 23/32"
SLOPE LANDING AWAY FROM
DOORS FOR WATER DRAINAGE
EL = 103' - 3 1/2"
4 SPACES AT 9'-0" = 38' - 8"
1' - 0"
9' - 0" 7' - 3"
4' - 0" 6' - 2" 16 SPACES AT 8'-9" = 154' - 8" 2' - 1" 2' - 3"
6 SPACES AT 9'-0" = 54' - 0" 3' - 11" 2' - 3"
2' - 0"
11' - 0" 5 SPACES AT 9'-0" = 45' - 0" 3' - 11" 2' - 3"
3 SPACES AT 9'-0" = 27' - 0" 1' - 0" 9' - 8" 16' - 11" 24' - 0" 36' - 2"
2 SPACES AT
9'-0"= 18' - 0"
2' - 0"
1' - 6"
2 SPACES AT
9'-0" = 18' - 0" 3' - 8" 3 SPACES AT 8'-9"= 29' - 0" 11' - 0" 3 SPACES AT 8'-9" = 29' - 0" 11' - 0" 3 SPACES AT 8'-9" = 29' - 0" 13' - 0" 4 SPACES AT 8'-9" = 38' - 8" 11' - 1 1/2"
9' - 0"
11 SPACES AT 8'-9" = 106' - 4" 2' - 5"
4' - 0"
1' - 8" 8' - 0" 8' - 0" 8' - 0"
2 SPACES AT
9'-0" = 17' - 0"
4' - 0"
1' - 8" 8' - 0" 8' - 0" 8' - 0"
2 SPACES AT
9'-0" = 17' - 0"
4' - 0" 1' - 6" 16 SPACES AT 8'-9" = 154' - 8" 6' - 9" 2' - 3"
3' - 6"
R 8' - 0"
R 4' - 0"
R 5' - 0"
R 3' - 0"
R 5
' - 0"
R 5' - 0"
R 8' - 0"
PIPE BOLARD, TYPICAL
SEE 10/PK620
S19
S14 MOUNT ABOVE PAY
STATION (ALT)
CAR COUNT
9'-0" 90° STANDARD SPACE
8'-9" 65° STANDARD SPACE
TIER
GROUND HOTEL
GROUND PUBLIC
SECOND
THIRD
TOTAL
STANDARD CAR ACCESSIBLE VAN ACCESSIBLE TOTAL
80
4
117
114
315
0
2
2
2
6
0
2
0
0
2
80
8
119
116
323
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/10/2016 11:43:26 AM
PK101
FLOOR PLAN LEVEL 1
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1FIRST SCALE: 3/32" LEVEL = 1'-0" FLOOR PLAN
AUTOMATIC DIMMING VIA PHOTOSENSOR FOR FIXTURES IN DAYLIGHT ZONES.
START DIMMING WHEN AMBIENT DAYLIGHT LEVELS EXCEED 5 FC AND DIM TO OFF WHEN AMBIENT DAYLIGHT REACHES 15 FC.
DAYLIGHT TRANSITION ZONES FIXTURES TRACK PHOTOSENSOR LOCATED ON PARKING DECK.
AUTOMATIC ON TO 100% LIGHT OUTPUT FOR FIXTURES IN DAYLIGHT TRANSITION ZONES WHEN AMBIENT DAYLIGHT LEVELS EXCEED 40 FC.
AUTOMATIC OFF FOR FIXTURES IN DAYLIGHT TRANSITION ZONES WHEN AMBIENT DAYLIGHT LEVELS FALL BELOW 20 FC.
STAIRWELLS AUTOMATIC ON TO 100% OF FULL OUTPUT FOR ALL STAIRWELL FIXTURES UPON DETECTION OF OCCUPANCY.
DIM TO 30% OF FULL OUTPUT FOR ALL STAIRWELL FIXTURES 15 MINUTES AFTER THE LAST DETECTION OF OCCUPANCY.
AUTOMATIC OVERRIDE ON TO 100% OF FULL OUTPUT FOR ALL STAIRWELL FIXTURES UPON LOSS OF NORMAL POWER.
CONTROLS NARRATIVE
LIGHTING CONTROLS LEGEND
1
P
XPOINT
ENABLED
FIXTURE
XPOINT
ENABLED
EMERGENCY
FIXTURE
XPOINT
ENABLED
FIXTURE
XPOINT
ENABLED
EMERGENCY
FIXTURE
CEILING MOUNTED CONTROLS
WALL MOUNTED SWITCH
SUBSCRIPTS:
WALL MOUNTED CONTROLS:
O1 = LINE VOLTAGE PIR WALL SWITCH SENSOR
LIGHTING CONTROLS NOTES:
1. ALL PART NUMBERS ARE ACUITY BRANDS CONTROLS UNLESS NOTED OTHERWISE.
2. CIRCUIT EXIT SIGNS AND SENSING LEAD FOR EMERGENCY BALLASTS AHEAD OF LOCAL
CONTROLS.
3. PRIOR TO SUBMITTING SHOP DRAWINGS, PROVIDE AN ENTIRE SET OF THE MOST
UP-TO-DATE ELECTRICAL PLANS TO A FACTORY-AUTHORIZED MANUFACTURER'S
REPRESENTATIVE AND ALLOW THE MANUFACTURER'S REPRESENTATIVE TWO WEEKS TO
LAY OUT THE LIGHTING CONTROLS SYSTEM ON THE CEILING PLANS, SHOWING DEVICE
LOCATIONS FOR ALL SPACES FOR PLACEMENT REVIEW BY THE ENGINEER.
4. PROVIDE RELAY PACKS AS NECESSARY FOR A COMPLETE, OPERATIONAL SYSTEM.
#WSX-SA-WH-LT
PHOTOCELL: #LCS-624D
LOW VOLTAGE STANDARD RANGE PIR: #CM-9
C
C
C
C
B
B
A
A
A
SENSORVIEW
D
C
C
C
ORANGE
BLACK
WHITE RED
GRAY
VIOLET (CAP)
B
B
B
B
B
WHITE
BLACK
ORANGE
BLUE
BLUE
WIRELESS GATEWAY
XPA BRG
nLIGHT
ETHSW
ETHERNET SWITCH
nETHSW
(5-PORT)
WIRELESS GATEWAY
XPA BRG
WIRELESS GATEWAY
XPA BRG
XPA SBOR 10
TYPICAL OF TYPE AD TYPICAL OF TYPE A, B
nIO PC KIT
B
B
B
B
B
WHITE
BLACK
ORANGE
BLUE
BLUE
NGWY2 CTRL
FIRST FLOOR
nGWY2 GFX
ETHERNET BASED LOCAL AREA
NETWORK USING TCP/IP
TO NEXT ETHERNET HUB
ETHERNET HUB
***PROVIDED BY OTHERS
1ST FLOOR
NPODM4SB
NPP16 NPP16 A
2ND FLOOR
3RD FLOOR
BUILDING MOUNTED LIGHTS POLE MOUNTED RECEPTACLES
TYPICAL OF TYPE AE
XPA SBOR 10 EM
TYPICAL OF TYPE AES
A
LAN
PS 250
WHITE
BLACK
A A
A
TYPICAL OF TYPE A, B TYPICAL OF TYPE AE
XPA SBOR 10 EM
TYPICAL OF TYPE AES,
SCE
XPA SBOR 10 EM
TYPICAL OF TYPE SAE,
SCE
LIGHTING CONTROL SCHEME OPERATION
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:34 PM
E601
ELECTRICAL DETAILS
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
RECEPTACLE 360 100.00% 360 Total Est. Demand: 4942
Motor 4503 100.00% 4503 Total Conn. Load: 4926
LIGHTING 63 125.00% 79
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 13 A 16 A 13 A
Total Load: 1564 1861 1501
41 Spare 20 A 1 0 0 1 20 A Spare 42
39 Spare 20 A 1 0 0 1 20 A Spare 40
37 Spare 20 A 1 0 0 1 20 A Spare 38
35 Spare 20 A 1 0 0 1 20 A Spare 36
33 Spare 20 A 1 0 0 1 20 A Spare 34
31 Spare 20 A 1 0 0 1 20 A Spare 32
29 Spare 20 A 1 0 0 1 20 A Spare 30
27 Spare 20 A 1 0 0 1 20 A Spare 28
25 Spare 20 A 1 0 0 1 20 A Spare 26
23 Spare 20 A 1 0 0 1 20 A Spare 24
21 Spare 20 A 1 0 0 1 20 A Spare 22
19 Spare 20 A 1 0 0 1 20 A Spare 20
17 Spare 20 A 1 0 0 1 20 A Spare 18
15 Spare 20 A 1 0 0 1 20 A Spare 16
13 Spare 20 A 1 0 0 1 20 A Spare 14
11 Spare 20 A 1 0 0 1 20 A Spare 12
9 Spare 20 A 1 0 0 1 20 A Spare 10
7 Spare 20 A 1 0 0 1 20 A Spare 8
5 Spare 20 A 1 0 1501 -- -- -- 6
3 R-TENANT 20 A 1 360 1501 -- -- -- 4
1 LIGHTING 20 A 1 63 1501 3 20 A CU-3 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 200 A
Supply From: GMDB Phases: 3 Mains Type: MLO
Location: Volts: 120/208 Wye A.I.C. Rating: 10000
PANEL: T3
Notes:
Spare: 187 A
Total Est. Demand: 13 A
Total Conn.: 13 A
RECEPTACLE 180 100.00% 180 Total Est. Demand: 4798
Motor 4503 100.00% 4503 Total Conn. Load: 4775
LIGHTING 92 125.00% 115
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 13 A 14 A 13 A
Total Load: 1593 1681 1501
41 Spare 20 A 1 0 0 1 20 A Spare 42
39 Spare 20 A 1 0 0 1 20 A Spare 40
37 Spare 20 A 1 0 0 1 20 A Spare 38
35 Spare 20 A 1 0 0 1 20 A Spare 36
33 Spare 20 A 1 0 0 1 20 A Spare 34
31 Spare 20 A 1 0 0 1 20 A Spare 32
29 Spare 20 A 1 0 0 1 20 A Spare 30
27 Spare 20 A 1 0 0 1 20 A Spare 28
25 Spare 20 A 1 0 0 1 20 A Spare 26
23 Spare 20 A 1 0 0 1 20 A Spare 24
21 Spare 20 A 1 0 0 1 20 A Spare 22
19 Spare 20 A 1 0 0 1 20 A Spare 20
17 Spare 20 A 1 0 0 1 20 A Spare 18
15 Spare 20 A 1 0 0 1 20 A Spare 16
13 Spare 20 A 1 0 0 1 20 A Spare 14
11 Spare 20 A 1 0 0 1 20 A Spare 12
9 Spare 20 A 1 0 0 1 20 A Spare 10
7 Spare 20 A 1 0 0 1 20 A Spare 8
5 Spare 20 A 1 0 1501 -- -- -- 6
3 R-TENANT 20 A 1 180 1501 -- -- -- 4
1 LIGHTING 20 A 1 92 1501 3 20 A CU-2 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 200 A
Supply From: GMDB Phases: 3 Mains Type: MLO
Location: Volts: 120/208 Wye A.I.C. Rating: 10000
PANEL: T2
Notes:
Spare: 187 A
Total Est. Demand: 13 A
Total Conn.: 13 A
RECEPTACLE 180 100.00% 180 Total Est. Demand: 4762
Motor 4503 100.00% 4503 Total Conn. Load: 4746
LIGHTING 63 125.00% 79
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 13 A 14 A 13 A
Total Load: 1564 1681 1501
41 Spare 20 A 1 0 0 1 20 A Spare 42
39 Spare 20 A 1 0 0 1 20 A Spare 40
37 Spare 20 A 1 0 0 1 20 A Spare 38
35 Spare 20 A 1 0 0 1 20 A Spare 36
33 Spare 20 A 1 0 0 1 20 A Spare 34
31 Spare 20 A 1 0 0 1 20 A Spare 32
29 Spare 20 A 1 0 0 1 20 A Spare 30
27 Spare 20 A 1 0 0 1 20 A Spare 28
25 Spare 20 A 1 0 0 1 20 A Spare 26
23 Spare 20 A 1 0 0 1 20 A Spare 24
21 Spare 20 A 1 0 0 1 20 A Spare 22
19 Spare 20 A 1 0 0 1 20 A Spare 20
17 Spare 20 A 1 0 0 1 20 A Spare 18
15 Spare 20 A 1 0 0 1 20 A Spare 16
13 Spare 20 A 1 0 0 1 20 A Spare 14
11 Spare 20 A 1 0 0 1 20 A Spare 12
9 Spare 20 A 1 0 0 1 20 A Spare 10
7 Spare 20 A 1 0 0 1 20 A Spare 8
5 Spare 20 A 1 0 1501 -- -- -- 6
3 R-TENANT 20 A 1 180 1501 -- -- -- 4
1 LIGHTING 20 A 1 63 1501 3 20 A CU-1 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 200 A
Supply From: GMDB Phases: 3 Mains Type: MLO
Location: Volts: 120/208 Wye A.I.C. Rating: 10000
PANEL: T1
Notes:
Spare: 30 A
Total Est. Demand: 70 A
Total Conn.: 65 A
RECEPTACLE 720 100.00% 720 Total Est. Demand: 25094
LIGHTING 6696 125.00% 8370 Total Conn. Load: 23538
EQUIPMENT 16004 100.00% 16004
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 86 A 62 A 51 A
Total Load: 10141 7293 6104
41 Spare 20 A 1 0 0 1 20 A Spare 42
39 Spare 20 A 1 0 0 1 20 A Spare 40
37 Spare 20 A 1 0 0 1 20 A Spare 38
35 Spare 20 A 1 0 0 1 20 A Spare 36
33 Spare 20 A 1 0 0 1 20 A Spare 34
31 Spare 20 A 1 0 0 1 20 A Spare 32
29 Spare 20 A 1 0 0 1 20 A Spare 30
27 -- -- -- 1000 4 1 20 A E-NETWORK POWER SUPPLY 28
25 CAR CHARGER 20 A 2 1000 1000 -- -- -- 26
23 -- -- -- 1000 1000 2 20 A CAR CHARGER 24
21 CAR CHARGER 20 A 2 1000 1000 -- -- -- 22
19 -- -- -- 1000 1000 2 20 A CAR CHARGER 20
17 CAR CHARGER 20 A 2 1000 1000 -- -- -- 18
15 -- -- -- 1000 1000 2 20 A CAR CHARGER 16
13 CAR CHARGER 20 A 2 1000 1000 -- -- -- 14
11 R-LIGHT POLES 20 A 1 720 1000 2 20 A CAR CHARGER 12
9 L-SECOND LEVEL 20 A 1 407 360 1 20 A L-THIRD LEVEL 10
7 L-SECOND LEVEL 20 A 1 1075 1219 1 20 A L-SECOND LEVEL 8
5 L-NORTH STAIRWELL 20 A 1 224 160 1 20 A L-EXTERIOR 6
3 L-FIRST LEVEL 20 A 1 1294 228 1 20 A L-SOUTH STAIRWELL 4
1 L-FIRST LEVEL 20 A 1 1403 444 1 20 A L-FIRST LEVEL 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 100 A
Supply From: GMDB Phases: 3 Mains Type: MLO
Location: ELEC. ROOM 22 Volts: 120/208 Wye A.I.C. Rating: 22000
PANEL: L1
Notes:
RECEPTACLE 2340 100.00% 2340 Spare: 88 A
Other 180 100.00% 180 Total Est. Demand: 112 A
Motor 11828 100.00% 11828 Total Conn.: 111 A
LIGHTING 1200 125.00% 1500 Total Est. Demand: 40327
HEATING 11628 100.00% 11628 Total Conn. Load: 40027
EQUIPMENT 12851 100.00% 12851
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 121 A 89 A 132 A
Total Load: 13961 10695 15371
59 Spare 0 A 1 0 0 1 0 A Spare 60
57 Spare 0 A 1 0 0 1 0 A Spare 58
55 Spare 0 A 1 0 0 1 0 A Spare 56
53 Spare 0 A 1 0 0 1 0 A Spare 54
51 Spare 0 A 1 0 0 1 0 A Spare 52
49 Spare 0 A 1 0 0 1 0 A Spare 50
47 Spare 0 A 1 0 0 1 0 A Spare 48
45 Spare 0 A 1 0 0 1 0 A Spare 46
43 -- -- -- 1144 0 1 0 A Spare 44
41 ACCU-2/FCU-2 20 A 2 1144 500 1 20 A EMERGENCY CALL BOX 42
39 EMERGENCY CALL BOX 20 A 1 500 500 1 20 A PAY STATION 40
37 PAY STATION 20 A 1 500 1200 1 20 A EXTERIOR SIGNAGE 38
35 EXTERIOR SIGNAGE 20 A 1 1200 1200 1 20 A EXTERIOR SIGNAGE 36
33 -- -- -- 1654 125 1 20 A HEAT TRACE 34
31 -- -- -- 656 563 1 20 A HEAT TRACE 32
29 PANEL LVP THRU UPS 35 A 3 2374 563 1 20 A HEAT TRACE 30
27 PAY STATION 20 A 1 500 500 1 20 A EMERGENCY CALL BOX 28
25 PAY STATION 20 A 1 500 500 1 20 A EMERGENCY CALL BOX 26
23 PAY STATION 20 A 1 500 500 1 20 A EMERGENCY CALL BOX 24
21 AC-1 20 A 1 396 500 1 20 A EMERGENCY CALL BOX 22
19 EF-2 20 A 1 156 1200 1 20 A ELEVATOR LIGHTS 20
17 -- -- -- 1654 1920 1 20 A ESP-1 18
15 UH-2 25 A 2 1654 2506 -- -- -- 16
13 -- -- -- 1456 2506 2 40 A UH-1 14
11 ACCU-1/FCU-1 25 A 2 1456 360 1 20 A R-THIRD FLOOR 12
9 FACP 20 A 1 500 360 1 20 A R-SECOND FLOOR 10
7 -- -- -- 1000 1000 -- -- -- 8
5 GATE MOTOR 20 A 2 1000 1000 2 20 A GATE MOTOR 6
3 EMERGENCY CALL BOX 20 A 1 500 500 1 20 A PAY STATION 4
1 EMERGENCY CALL BOX 20 A 1 500 1080 1 20 A R-FIRST FLOOR 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 200 A
Supply From: GMDB Phases: 3 Mains Type: MLO
Location: ELEC. ROOM 22 Volts: 120/208 Wye A.I.C. Rating: 22000
PANEL: G1
Notes:
RECEPTACLE 3780 100.00% 3780 Spare: 367 A
Other 180 100.00% 180 Total Est. Demand: 433 A
Motor 101425 100.00% 101425 Total Conn.: 427 A
LIGHTING 8114 125.00% 10143 Total Est. Demand: 156011
HEATING 11628 100.00% 11628 Total Conn. Load: 153982
EQUIPMENT 28855 100.00% 28855
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 455 A 403 A 433 A
Total Load: 54094 48408 51481
41 Spare 0 A 1 0 0 1 0 A Spare 42
39 Spare 0 A 1 0 0 1 0 A Spare 40
37 Spare 0 A 1 0 0 1 0 A Spare 38
35 Spare 0 A 1 0 0 1 0 A Spare 36
33 Spare 0 A 1 0 0 1 0 A Spare 34
31 -- -- -- 1501 0 1 0 A Spare 32
29 -- -- -- 1681 0 1 0 A Spare 30
27 T2 200 A 3 1593 0 1 0 A Spare 28
25 0 1 0 A Spare 26
23 -- -- -- 1501 5044 -- -- -- 24
21 -- -- -- 1861 5044 -- -- -- 22
19 T3 200 A 3 1564 5044 3 100 A ELEVATOR 20
17 -- -- -- 1501 6773 -- -- -- 18
15 -- -- -- 1681 6773 -- -- -- 16
13 T1 200 A 3 1564 6773 3 60 A FC-3 14
11 -- -- -- 6064 6773 -- -- -- 12
9 -- -- -- 7215 6773 -- -- -- 10
7 L1 100 A 3 10141 6773 3 60 A FC-2 8
5 -- -- -- 15371 6773 -- -- -- 6
3 -- -- -- 10695 6773 -- -- -- 4
1 G1 200 A 3 13961 6773 3 60 A FC-1 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: NEMA 1 Indoor MCB Rating: 800 A
Mounting: Surface Wires: 4 Mains Rating: 800 A
Supply From: Phases: 3 Mains Type: MCB
Location: ELEC. ROOM 22 Volts: 120/208 Wye A.I.C. Rating: Use Panel Short Circuit & Refer to...
PANEL: GMDB
Notes:
Spare: 37 A
Total Est. Demand: 13 A
RECEPTACLE 720 100.00% 720 Total Conn.: 13 A
Motor 156 100.00% 156 Total Est. Demand: 4684
HEATING 3308 100.00% 3308 Total Conn. Load: 4684
EQUIPMENT 500 100.00% 500
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 21 A 5 A 15 A
Total Load: 2374 656 1654
11 Spare 20 A 1 0 0 1 20 A Spare 12
9 Spare 20 A 1 0 0 1 20 A Spare 10
7 -- -- -- 1654 0 1 20 A Spare 8
5 UH-3 20 A 2 1654 0 1 20 A Spare 6
3 SECURITY CONTROL PANEL 20 A 1 500 156 1 20 A EF-1 4
1 R-LV ROOM 20 A 1 360 360 1 20 A R-LV ROOM 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating: 35 A
Mounting: SURFACE Wires: 4 Mains Rating: 50 A
Supply From: G1 Phases: 3 Mains Type: MCB
Location: SERVER ROOM 21 Volts: 120/208 Wye A.I.C. Rating: 22000
PANEL: LVP
MECHANICAL EQUIPMENT CONNECTION SCHEDULE
KEY DESCRIPTION LOAD (VA) VOLT FEEDER
O.C. PROTECTION
C.B. FUSE REMARKS
AC-1 AIR COMPRESSOR 396 120 V (2#12+#12G)3/4"C 20A1P - PROVIDE THERMAL OVERCURRENT
PROTECTION
ACCU-1/FCU-1 MINI-SPLIT 2912 208 V (2#12+#10G)3/4"C 25A2P 20 PROVIDE DISCONNECT
ACCU-2/FCU-2 MINI-SPLIT 2288 208 V (2#12+#12G)3/4"C 20A2P 20 PROVIDE DISCONNECT
CU-1 CONDENSING UNIT 4503 208 V (3#12+#12G)3/4"C 20A3P 20 PROVIDE DISCONNECT
CU-2 CONDENSING UNIT 4503 208 V (3#12+#12G)3/4"C 20A3P 20 PROVIDE DISCONNECT
CU-3 CONDENSING UNIT 4503 208 V (3#12+#12G)3/4"C 20A3P 20 PROVIDE DISCONNECT
EF-1 EXHAUST FAN 156 120 V (2#12+#12G)3/4"C 20A1P - PROVIDE THERMAL OVERCURRENT
PROTECTION
EF-2 EXHAUST FAN 156 120 V (2#12+#12G)3/4"C 20A1P - PROVIDE THERMAL OVERCURRENT
PROTECTION
EL-1 ELEVATOR 15131 208 V (3#4+#8G)1-1/4"C 100A3P 70 PROVIDE DISCONNECT
EL-1, LTG ELEVATOR LTG 1200 120 V (2#12+#12G)3/4"C 20A1P 20 PROVIDE DISCONNECT
ESP-1 ELEVATOR SUMP PUMP 1920 120 V (2#12+#10G)3/4"C 30A1P 20 PROVIDE DISCONNECT
FC-1 FAN COIL 20319 208 V (3#4+#10G)1-1/2"C 70A3P 70 PROVIDE DISCONNECT
FC-2 FAN COIL 20319 208 V (3#4+#10G)1-1/2"C 70A3P 70 PROVIDE DISCONNECT
FC-3 FAN COIL 20319 208 V (3#4+#10G)1-1/2"C 70A3P 70 PROVIDE DISCONNECT
UH-1 UNIT HEATER 5012 208 V (2#8+#10G)1"C 35A2P 30 PROVIDE DISCONNECT
UH-2 UNIT HEATER 3308 208 V (2#10+#10G)3/4"C 20A2P 20 PROVIDE DISCONNECT
UH-3 UNIT HEATER 3308 208 V (2#10+#10G)3/4"C 20A2P 20 PROVIDE DISCONNECT
DESCRIPTION INPUT LOAD
INPUT
QTY. TYPE CCT CRI VOLTAGE MOUNTING MANUFACTURER, SERIES (B.O.D.) NOTES
A 1 LED - 2103 LUMENS 3000 K 80+ LED PARKING GARAGE FIXTURE WITH TWO ENGINES (20 LEDS), 530 mA DRIVE CURRENT, TYPE V MEDIUM DISTRIBUTION, XPOINT WIRELESS ENABLED, AND WHITE
FINISH.
37 120 V PENDANT AT 8' 0" A.F.F. LITHONIA LIGHTING D-SERIES PARKING GARAGE
#DSXPG LED-20C-530-30K-T5M-120-XAD-DWHXD
[1]
AD 1 LED - 2103 LUMENS 3000 K 80+ LED PARKING GARAGE FIXTURE WITH TWO ENGINES (20 LEDS), 530 mA DRIVE CURRENT, TYPE V MEDIUM DISTRIBUTION, INTEGRAL XPOINT WIRELESS ENABLED
PIR/DAYLIGHT HARVESTING SENSOR, AND WHITE FINISH.
37 120 V PENDANT AT 8' 0" A.F.F. LITHONIA LIGHTING D-SERIES PARKING GARAGE
#DSXPG LED-20C-530-30K-T5M-120-PIR3FC3V-XAD-DWHXD
[1]
AE 1 LED - 2103 LUMENS 3000 K 80+ LED PARKING GARAGE FIXTURE WITH TWO ENGINES (20 LEDS), 530 mA DRIVE CURRENT, TYPE V MEDIUM DISTRIBUTION, XPOINT WIRELESS ENABLED FOR
EMERGENCY CIRCUIT, AND WHITE FINISH.
37 120 V PENDANT AT 8' 0" A.F.F. LITHONIA LIGHTING D-SERIES PARKING GARAGE
#DSXPG LED-20C-530-30K-T5M-120-XADN-DWHXD
[1]
AES 1 LED - 2103 LUMENS 3000 K 80+ LED PARKING GARAGE FIXTURE WITH TWO ENGINES (20 LEDS), 530 mA DRIVE CURRENT, TYPE V MEDIUM DISTRIBUTION, INTEGRAL XPOINT WIRELESS ENABLED PIR
SENSOR FOR EMERGENCY CIRCUIT, AND WHITE FINISH.
37 120 V PENDANT AT 8' 0" A.F.F. LITHONIA LIGHTING D-SERIES PARKING GARAGE
#DSXPG LED-20C-530-30K-T5M-120-PIR-XADN-DWHXD
[1]
B 1 LED - 7113 LUMENS 3000 K 80+ LED PARKING GARAGE FIXTURE WITH THREE ENGINES (30 LEDS), 1000 mA DRIVE CURRENT, TYPE V ENTRYWAY DISTRIBUTION, XPOINT WIRELESS ENABLED, AND
WHITE FINISH.
107 120 V PENDANT AT 8' 0" A.F.F. LITHONIA LIGHTING D-SERIES PARKING GARAGE
#DSXPG LED-30C-1000-30K-T5E-120-XAD-DWHXD
[1]
C 1 LED - 2952 LUMENS 3000 K 80+ 4' LED STAIRWELL FIXTURE WITH 0-10V 1% DIMMING DRIVER STANDARD, NO nLIGHT, XPOINT WIRELESS CONTROLLER, PIR OCCUPANCY & PHOTOCELL SENSOR
CONTROL, DIM TO 50% OUTPUT WHEN UNOCCUPIED STANDBY MODE, AND STANDARD WHITE FINISH.
29 120 V SURFACE LITHONIA LIGHTING W SERIES
#WL4-30L-EZ1-LP830-XADNS7-DIM50
[1]
CE 1 LED - 2952 LUMENS 3000 K 80+ 4' LED STAIRWELL FIXTURE WITH 0-10V 1% DIMMING DRIVER STANDARD, NO nLIGHT, XPOINT WIRELESS CONTROLLER, PIR OCCUPANCY & PHOTOCELL SENSOR
CONTROL, DIM TO 50% OUTPUT WHEN UNOCCUPIED STANDBY MODE, INTEGRAL EMERGENCY BATTERY BACKUP, AND STANDARD WHITE FINISH.
29 120 V SURFACE LITHONIA LIGHTING W SERIES
#WL4-30L-EZ1-LP830-XADNS7-DIM50-EL14L
[1]
D 1 LED - 3740 LUMENS 3000 K 80+ 4' LED STRIP LIGHT WITH DROP LENS AND WHITE FINISH. 33 120 V SURFACE LITHONIA LIGHTING Z SERIES
#ZL1D-L48-3000LM-FST-120-30K-80CRI-WH
DE 1 LED - 3740 LUMENS 3000 K 80+ 4' LED STRIP LIGHT WITH DROP LENS, INTEGRAL EMERGENCY BATTERY BACKUP, AND WHITE FINISH. 33 120 V SURFACE LITHONIA LIGHTING Z SERIES
#ZL1D-L48-3000LM-FST-120-30K-80CRI-E7W-WH
EXIT 1 LED 3000 K NA LED EXIT SIGN WITH INTEGRAL EMERGENCY BATTERY BACKUP. 5 120 V SEE PLANS LITHONIA LIGHTING WLTE SERIES [2]
EXTERIOR LUMINAIRE SCHEDULE
TYPE
SOURCE
DESCRIPTION INPUT LOAD
INPUT
QTY. TYPE CCT CRI VOLTAGE MOUNTING MANUFACTURER, SERIES (B.O.D.) NOTES
SAE 1 LED - 15,340 LUMENS
(7670 LM/HEAD)
3000 K 80+ LED AREA LUMINAIRE WITH TWO (2) HEADS, EACH HAVING ONE ENGINE (30 LEDS), 700 mA DRIVE CURRENT, TYPE III MEDIUM DISTRIBUTION, ROUND POLE
MOUNTING, 0-10V DIMMING DRIVER, AND WHITE FINISH. PROVIDE ONE XPOINT WIRELESS WET LOCATION MULTI-SENSOR AND CONTROLLER PER POLE AT 10' 0"
A.F.G. TO BOTTOM OF SENSOR.
90 120 V POLE AT 20' 0" A.F.G. LITHONIA LIGHTING D-SERIES SIZE 1 AREA LUMINAIRE
#(2)DSX1 LED-30C-700-30K-T3M-120-RPA-DMG-DWHXD
XPOINT WIRELESS SENSOR: #XPA-SBOR10-WH-EM
[1]
SCE 1 LED - 2888 LUMENS 3000 K 80+ LED WALL LUMINAIRE WITH ONE ENGINE (10 LEDS), 1000 mA DRIVE CURRENT, TYPE IV MEDIUM DISTRIBUTION, 0-10V DIMMING DRIVER, INTEGRAL EMERGENCY
BATTERY BACKUP, HOUSE-SIDE SHIELD, AND WHITE FINISH. PROVIDE ONE INTEGRAL XPOINT WIRELESS WET LOCATION MULTI-SENSOR AND CONTROLLER PER
FIXTURE.
40 120 V SURFACE WALL LITHONIA LIGHTING D-SERIES SIZE 1 WALL LUMINAIRE
#DSXW1 LED-10C-1000-30K-T4M-120-DMG-ELCW-HS-DWHXD
XPOINT WIRELESS SENSOR: #XPA-SBOR10-WH-EM
[1]
ARCHITECT TO VERIFY ALL FINISHES.
[1] FIXTURE FOR USE WITH XPOINT WIRELESS CAPABILITIES.
[2] PROVIDE MOUNTING, NUMBER OF FACES, AND DIRECTIONAL CHEVRONS AS INDICATED ON PLANS AND AS REQUIRED TO MEET LOCAL A.H.J. REQUIREMENTS PRIOR TO ORDERING. COORDINATE LETTERING COLOR
AND FIELD COLOR WITH LOCAL A.H.J. REQUIREMENTS PRIOR TO ORDERING.
ARCHITECT TO VERIFY ALL FINISHES.
[1] FIXTURE FOR USE WITH XPOINT WIRELESS CAPABILITIES.
[2] PROVIDE MOUNTING, NUMBER OF FACES, AND DIRECTIONAL CHEVRONS AS INDICATED ON PLANS AND AS REQUIRED TO MEET LOCAL A.H.J. REQUIREMENTS PRIOR TO ORDERING. COORDINATE LETTERING COLOR
AND FIELD COLOR WITH LOCAL A.H.J. REQUIREMENTS PRIOR TO ORDERING.
LOCKABLE IN THE OPEN POSITION. (NEC 620.22, 620.53)
SUGGEST HUBBLE "CIRCUIT LOCK" FDS30 FUSED DISC.
COORDINATE REQUIREMENTS WITH LOCAL JURISDICTION,
SOME REQUIRE SHUNT TRIP OF ELEV. CAB LIGHTING. IF
ROOM IS SPRINKLERED MUST BE PROVIDED WITH NEMA 4X
RATING PER ASME 17. REFER TO POWER PLAN FOR
LOCATION AND QUANTITY.
SEPARATE CIRCUIT REQUIRED FOR ELEVATOR
CAB LIGHTS AND VENTILATION FOR NEC 620.22.
FUSED DISCONNECT. SUGGEST BUSSMAN
"POWER MODULE" SWITCH. IF ROOM IS
SPRINKLERED SUGGEST TO BE PROVIDED
WITH A NEMA 3R DISCONNECT. REFER TO
POWER PLANS FOR LOCATION AND QUANTITY.
ELEV,
P
F
P
F
F
T
X
ST
ST
ST
3
1. PAD MOUNTED TRANSFORMER BY UTILITY COMPANY.
2. ENERGY METER BY UTILITY COMPANY, COORDINATE LOCATION WITH
UTILITY COMPANY PRIOR TO INSTALLATION.
3. PROVIDE INDICATED CIRCUIT BREAKER WITH SHUNT TRIP OPERATOR
TO INTERFACE WITH FIRE ALARM SYSTEM.
4. PROVIDE E-MON D -MON METER.
A. BRACING FOR ALL ELECTRICAL EQUIPMENT TO BE SIZED TO
EXCEED SHORT CIRCUIT CALCULATIONS SHOWN ON SHORT
CIRCUIT CALCULATION SCHEDULE.
B. ARC FLASH CALCULATION AND LABEL TO BE PROVIDED BY
CONTRACTOR.
1
2 4 4 4
FEEDER SCHEDULE
600U 2[(3-350KCMIL)2-1/2" PVC]
200Y
100Y
60Y
(4#3/0+#6G)2"C
(4#1+#8G)1-1/2"C
(4#4+#8G)1-1/4"C
WIRE AND CONDUIT SIZE - 3∅, 4W
20Y (4#12+#12G)3/4"C
80D (3#3+#8G)1-1/4"C
70D (3#4+#8G)1-1/4"C
50Y (4#6+#10G)1"C
800U 2[(3-600KCMIL)3-1/2"PVC]
1. ONLY DETECTORS AT LANDINGS, AND HOISTWAY SHALL INITIATE
ELEVATOR RECALL. DO NOT RECALL UPON GENERAL FIRE ALARM.
2. ELEVATOR RECALL AND SHUT-TRIP SHOULD BE INITIATED VIA THE
FACP AND CONTROL MODULES WHICH ALLOWS WIRING TO BE
SUPERVISED.
3. IF MACHINE ROOM OR HOISTWAY ARE SPRINKLERED THEN MEANS
TO AUTOMATICALLY DISCONECT POWER (SHUNT TRIP) PRIOR TO
WATER FLOW IS REQUIRED ASME 17.1-102.2(C)(3).
FIRE ALARM NOTES
TO ELEV. CONTROLLER
FOR CAB LIGHTS (NEC
620.22 & 620.53)
b.
PER NFPA/ANSI REQUIREMENTS. ELEVATOR RECALL SYSTEM/SHUNT TRIP, SEQUENCE
EACH ELEVATOR SHALL BE PROVIDED WITH A COMPLETE ELEVATOR RECALL SYSTEM
OF EVENTS, SHALL BE AS FOLLOWS:
NOTES:
1.
a.
F
H
N
COMPLETION OF ELEVATOR RECALL.
120V NORMALLY OPEN CONTACT.
PROVIDED WITH "RECALL COMPLETE"
CONTACT SHALL CLOSE UPON
ELEVATOR CAB CONTROLLER.
LTG & RECEPT.
LTG AND FAN
ELEV CAB
MACHINE ROOM
ELEVATOR
WHEN ASSOCIATED ELEVATOR LOBBY, ELEVATOR MACHINE ROOM, OR ELEVATOR SHAFT
SMOKE DETECTOR GOES INTO ALARM, AND UPON A VERIFICATION CYCLE IF USED, THE
BUILDING WILL GO INTO GENERAL ALARM AND WILL INITIATE ELEVATOR RECALL.
WHEN A THERMAL DETECTOR RATED 190 DEGREES, LOCATED IN THE ELEVATOR MACHINE
ROOM IS ACTIVATED, THE SHUNT TRIP ON ELEVATOR MACHINERY WILL TRIP ONLY AFTER THE
AUTOMATIC RECALL IS COMPLETE, THUS DISCONNECTING THE POWER TO THE ELEVATOR,
MACHINE ROOM LIGHT AND RECEPTACLE, AND ELEVATOR CAB LIGHT AND FAN. THIS CIRCUIT
IS INDEPENDENT OF THE FIRE ALARM SYSTEM AND SHALL BE ROUTED VIA THE ELEVATOR
CONTROLLER CONTACTS WHICH VERIFY THAT RECALL IS COMPLETE. THE INTENT IS TO
DISCONNECT POWER ONLY AFTER THE ELEVATORS HAVE RECALLED TO THEIR ASSIGNED
FLOOR, BUT BEFORE WATER FLOWS.
TO FACP FOR SHUNT
2. UPON LOSS OF POWER TO SHUNT TRIP, AN ALARM SHALL BE INDICATED AT THE FACP AND
REMOTE MONITORING COMPANY.
T190°
TRIP MONITORING
T
M
PANEL
T1
PANEL
T2
PANEL
T3
PANEL
G1
M M M
ELEVATOR
100A3P
70A
LPN-RK
ELEVATOR
CONTROLLER
PANEL
L1
FC-1
60A3P
60A
LPN-RK
FC-2
60A3P
60A
LPN-RK
FC-3
60A3P
60A
LPN-RK
PANEL
LVP
F
F
"GMDB" 800A, 120/208V,
3PH, 4W, 65K AIC
120/208V, 3PH, 4W
800A
3P
SPD
60A
3P
200A
3P
200A
3P
200A
3P
200A
3P
100A
3P
100A
3P
PV SYSTEM
70D
5
INV EM
LIGHTING
(TYP.3)
20A1P
100Y
UPS
50A1P
200A
SPACE
200A
SPACE
200Y 200Y 200Y 200Y
UTILITY CO.
PAD MOUNTED
TRANSFORMER
120/208V, 3PH, 4W
800U
60Y
#2/0 CU TO COLD WATER PIPE
#2/0 CU TO BUILDING STEEL
#6 CU TO SERVICE ENTRANCE GROUND ROD
#4 CU TO CONCRETE ENCASED ELECTRODE
N
G
60A
3P
70D
9
60A
3P
70D
10
60A
3P
70D
11
50Y 50Y
2 4
6 7 8
1
3
200A
3P
CT AND
UTILITY
METER
CABINET
ELECTRICAL ONE-LINE DIAGRAM
TYPICAL MACHINEROOMLESS ELEVATOR DETAIL TYPICAL ELEVATOR SHUNT TRIP SCHEMATIC
FLAG NOTES THIS SHEET:
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:32 PM
E401
ELECTRICAL ONE-LINE DIAGRAM
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
G1-37
G1-20 GMDB-20,22,24
210
205
WP
G1-41,43
ACCU-2
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:31 PM
E203
POWER AND SYSTEMS PLAN
LEVEL 3
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1POWER SCALE: 3/32" = 1'-AND 0" SYSTEMS PLAN LEVEL 3
1 GMP/PERMIT SET 13 MAY 2016
FLAG NOTES (THIS SHEET)
200 PROVIDE J-BOX AND CONDUIT FOR EMERGENCY CALL BOX. ROUTE 3/4"
CONDUIT FROM INSTALLED J-BOX TO HEAD END EQUIPMENT IN SERVER
ROOM. PROVIDE PULL STRING INSIDE CONDUIT. COORDINATE EXACT
LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
201 PROVIDE 120 V POWER CONNECTION FOR PAY STATION. COORDINATE
EXACT LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
203 PROVIDE J-BOX AND CONDUIT FOR SECURITY CAMERA. ROUTE 3/4"
CONDUIT FROM INSTALLED J-BOX TO HEAD END EQUIPMENT IN SERVER
ROOM. PROVIDE PULL STRING INSIDE CONDUIT. COORDINATE EXACT
LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
205 REFER TO TYPICAL ELEVATOR PIT DETAILS, AND TYPICAL ELEVATOR
DETAILS OR ADDITIONAL REQUIREMENTS.
210 INSTALL SECURITY CAMERAS ON LIGHTING POLE WHERE APPLICABLE OR
PROVIDE REQUIRED SUPPORT.
211 PROVIDE J-BOX AND 208 V, SINGLE PHASE POWER CONNECTION FOR
FUTURE CAR CHARGER. COORDINATE REQUIREMENTS AND EXACT
LOCATION WITH OWNER PRIOR TO INSTALLATION.
GENERAL NOTES:
A REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY
OF HVAC AND PLUMBING EQUIPMENT. COORDINATE ALL REQUIREMENTS
WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
B PROVIDE OUTDOOR, COLD WEATHER LISTED EXIT SIGNS WITH INTEGRAL
BATTERY BACKUP AS REQUIRED TO MEET NFPA101 EGRESS PATH SIGNAGE
AND LOCAL A.H.J. REQUIREMENTS. ADDITIONAL INFORMATION WILL BE
PROVIDED DURING CD PHASE.
SYSTEMS GENERAL NOTES:
A VERIFY ROUTING AND CIRCUITRY REQUIREMENTS WITH FIRE ALARM
SUPPLIER PRIOR TO BID OR ROUGH-IN.
B FIRE ALARM CABLE TO BE RUN IN CONDUIT IN ELEVATOR HOISTWAYS,
ELECTRICAL ROOMS, MECHANICAL ROOMS, AND SIMILAR AREAS.
C NOTIFICATION BOOSTER POWER SUPPLY SHALL HAVE 4 NOTIFICATION
APPLIANCE CIRCUITS AND 24 HOURS OF STANDBY AND 5 MINUTES IN
ALARM.
D ALL NOTIFICATION BOOSTER POWER SUPPLIES MUST BE MONITORED BY
THE FACP FOR ALARM, TROUBLE AND SUPERVISORY CONDITIONS.
E PROVIDE FIREMEN'S PHONE AND SPEAKER IN ELEVATOR CAR.
F LOCATION AND NUMBER OF FIRE ALARM DEVICES ARE SHOWN FOR
GENERAL REFERENCE ONLY. CONTRACTOR SHALL PROVIDE A COMPLETE
DESIGN APPROVED BY THE FIRE DEPARMENT.
NORTH
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:25 PM
E202
POWER AND SYSTEMS PLAN
LEVEL 2
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1POWER SCALE: 3/32" = 1'-AND 0" SYSTEMS PLAN LEVEL 2
1 GMP/PERMIT SET 13 MAY 2016
FLAG NOTES (THIS SHEET)
200 PROVIDE J-BOX AND CONDUIT FOR EMERGENCY CALL BOX. ROUTE 3/4"
CONDUIT FROM INSTALLED J-BOX TO HEAD END EQUIPMENT IN SERVER
ROOM. PROVIDE PULL STRING INSIDE CONDUIT. COORDINATE EXACT
LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
201 PROVIDE 120 V POWER CONNECTION FOR PAY STATION. COORDINATE
EXACT LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
203 PROVIDE J-BOX AND CONDUIT FOR SECURITY CAMERA. ROUTE 3/4"
CONDUIT FROM INSTALLED J-BOX TO HEAD END EQUIPMENT IN SERVER
ROOM. PROVIDE PULL STRING INSIDE CONDUIT. COORDINATE EXACT
LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
211 PROVIDE J-BOX AND 208 V, SINGLE PHASE POWER CONNECTION FOR
FUTURE CAR CHARGER. COORDINATE REQUIREMENTS AND EXACT
LOCATION WITH OWNER PRIOR TO INSTALLATION.
215 PROVIDE 120 V DEDICATED CIRCUIT FOR BUILDING MOUNTED SIGN.
COORDINATE ALL POWER AND CONTROL REQUIREMENTS, LOCATION WITH
OWNER AND ARCHITECT PRIOR TO INSTALLATION.
GENERAL NOTES:
A REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY
OF HVAC AND PLUMBING EQUIPMENT. COORDINATE ALL REQUIREMENTS
WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
B PROVIDE OUTDOOR, COLD WEATHER LISTED EXIT SIGNS WITH INTEGRAL
BATTERY BACKUP AS REQUIRED TO MEET NFPA101 EGRESS PATH SIGNAGE
AND LOCAL A.H.J. REQUIREMENTS. ADDITIONAL INFORMATION WILL BE
PROVIDED DURING CD PHASE.
SYSTEMS GENERAL NOTES:
A VERIFY ROUTING AND CIRCUITRY REQUIREMENTS WITH FIRE ALARM
SUPPLIER PRIOR TO BID OR ROUGH-IN.
B FIRE ALARM CABLE TO BE RUN IN CONDUIT IN ELEVATOR HOISTWAYS,
ELECTRICAL ROOMS, MECHANICAL ROOMS, AND SIMILAR AREAS.
C NOTIFICATION BOOSTER POWER SUPPLY SHALL HAVE 4 NOTIFICATION
APPLIANCE CIRCUITS AND 24 HOURS OF STANDBY AND 5 MINUTES IN
ALARM.
D ALL NOTIFICATION BOOSTER POWER SUPPLIES MUST BE MONITORED BY
THE FACP FOR ALARM, TROUBLE AND SUPERVISORY CONDITIONS.
E PROVIDE FIREMEN'S PHONE AND SPEAKER IN ELEVATOR CAR.
F LOCATION AND NUMBER OF FIRE ALARM DEVICES ARE SHOWN FOR
GENERAL REFERENCE ONLY. CONTRACTOR SHALL PROVIDE A COMPLETE
DESIGN APPROVED BY THE FIRE DEPARMENT.
NORTH
J
J
J
J
CR CR
CR
F
F
J J J
M
4 3.7 3 2 1.6 1.3 1
A
B
C
D
E
F
G
5
A.3
F.6
G1
L1
GMDB
T1
T2
T3
STORAGE ROOM
5
WP
WP, GFI
WP, GFI
213 213
200
201
200 201
FACP
SECURITY
PANEL
GFI
UPS
LTG. INVERTER
(TYP. 3)
203
(TYP.)
204
204
205
207
207
207
FC-1
CU-1
CU-2
FC-2
FC-3
CU-3
UH-3
FCU-1
ACCU-1
UH-2
UH-1
WP
208
209
WP
AC-1
WP WP
200
215
212
200
EF-1
EF-2
ESP-1
MECH. ROOM
7
LVP-3
G1-2
G1-2
WP, GFI
G1-2
G1-2
G1-23
G1-24
G1-6,8
G1-22
G1-38
G1-4 G1-3
G1-5,7
G1-35
G1-1
GFI
GFI
LVP-1
LVP-2
G1-11,13
G1-14,16
G1-15,17 LVP-5,7
LVP-4
G1-19
G1-18
G1-21
T1-2,4,6
GMDB-2,4,6
T2-2,4,6
GMDB-8,10,12
T3-2,4,6
GMDB-14,16,18
T3-3
T2-3
T1-3
WP, GFI WP, GFI
G1-2 G1-2
4'-0"AFF
4'-0"AFF 4'-0"AFF
G1-9
HEAT TRACE
(TYP. 3)
G1-34
G1-32
G1-30
LVP
T
214
216
217
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:20 PM
E201
POWER AND SYSTEMS PLAN
LEVEL 1
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1POWER SCALE: 3/32" = 1'-AND 0" SYSTEMS PLAN LEVEL 1
FLAG NOTES (THIS SHEET)
200 PROVIDE J-BOX AND CONDUIT FOR EMERGENCY CALL BOX. ROUTE 3/4"
CONDUIT FROM INSTALLED J-BOX TO HEAD END EQUIPMENT IN SERVER
ROOM. PROVIDE PULL STRING INSIDE CONDUIT. COORDINATE EXACT
LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
201 PROVIDE 120 V POWER CONNECTION FOR PAY STATION. COORDINATE
EXACT LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
203 PROVIDE J-BOX AND CONDUIT FOR SECURITY CAMERA. ROUTE 3/4"
CONDUIT FROM INSTALLED J-BOX TO HEAD END EQUIPMENT IN SERVER
ROOM. PROVIDE PULL STRING INSIDE CONDUIT. COORDINATE EXACT
LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
204 PROVIDE POWER CONNECTION FOR GATE MOTOR. COORDINATE EXACT
LOCATIONS, ADDITIONAL ROUGH-IN AND ELECTRICAL POWER
INSTALLATION REQUIREMENTS WITH OWNER AND VENDOR.
205 REFER TO TYPICAL ELEVATOR PIT DETAILS, AND TYPICAL ELEVATOR
DETAILS OR ADDITIONAL REQUIREMENTS.
207 INSTALL (1) 2" UNDERGROUND CONDUIT FROM ELECTRICAL ROOM TO
POTENTIAL RETAIL SPACE. PROVIDE PULL STRING INSIDE CONDUIT.
COORDINATE ROUTE WITH OWNER AND ARCHITECT.
208 PROVIDE (2) 3" CONDUITS FOR COMMUNICATION WIRING FROM
COMMUNICATION EQUIPMENT ROOM TO PROVIDER SERVICE POINT. VERIFY
QUANTITY AND SIZE WITH PROVIDER. COORDINATE EXACT ROUTING WITH
OWNER AND ARCHITECT.
209 PROVIDE THREE (3) INVERTERS FOR EMERGENCY LIGHTING BATTERY
BACKUP. EVENLITE LITEMINDER SERIES: (3)#LM-52-LC-V1
212 INSTALL (1) 1" CONDUIT FROM ELECTRICAL ROOM TO FUTURE EXTERIOR
PARKING GARAGE SIGN LOCATION. PROVIDE 120 V DEDICATED CIRCUIT .
COORDINATE ALL POWER AND CONTROL REQUIREMENTS, LOCATION WITH
OWNER AND ARCHITECT PRIOR TO INSTALLATION.
213 GATE CARD READER. COORDINATE INSTALLATION REQUIREMENTS WITH
GATE VENDOR.
214 ENERGY METER BY UTILITY COMPANY, COORDINATE LOCATION WITH
UTILITY COMPANY PRIOR TO INSTALLATION.
215 PROVIDE 120 V DEDICATED CIRCUIT FOR BUILDING MOUNTED SIGN.
COORDINATE ALL POWER AND CONTROL REQUIREMENTS, LOCATION WITH
OWNER AND ARCHITECT PRIOR TO INSTALLATION.
216 POWERED FROM ACCU-1 UNIT.
217 PROVIDE 10 KVA UPS, EATON 9355 OR EQUAL. COORDINATE ALL
REQUIREMENTS WITH OWNER AND AV VENDOR PRIOR TO ORDER.
1 GMP/PERMIT SET 13 MAY 2016
GENERAL NOTES:
A REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY
OF HVAC AND PLUMBING EQUIPMENT. COORDINATE ALL REQUIREMENTS
WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
B PROVIDE OUTDOOR, COLD WEATHER LISTED EXIT SIGNS WITH INTEGRAL
BATTERY BACKUP AS REQUIRED TO MEET NFPA101 EGRESS PATH SIGNAGE
AND LOCAL A.H.J. REQUIREMENTS. ADDITIONAL INFORMATION WILL BE
PROVIDED DURING CD PHASE.
SYSTEMS GENERAL NOTES:
A VERIFY ROUTING AND CIRCUITRY REQUIREMENTS WITH FIRE ALARM
SUPPLIER PRIOR TO BID OR ROUGH-IN.
B FIRE ALARM CABLE TO BE RUN IN CONDUIT IN ELEVATOR HOISTWAYS,
ELECTRICAL ROOMS, MECHANICAL ROOMS, AND SIMILAR AREAS.
C NOTIFICATION BOOSTER POWER SUPPLY SHALL HAVE 4 NOTIFICATION
APPLIANCE CIRCUITS AND 24 HOURS OF STANDBY AND 5 MINUTES IN
ALARM.
D ALL NOTIFICATION BOOSTER POWER SUPPLIES MUST BE MONITORED BY
THE FACP FOR ALARM, TROUBLE AND SUPERVISORY CONDITIONS.
E PROVIDE FIREMEN'S PHONE AND SPEAKER IN ELEVATOR CAR.
F LOCATION AND NUMBER OF FIRE ALARM DEVICES ARE SHOWN FOR
GENERAL REFERENCE ONLY. CONTRACTOR SHALL PROVIDE A COMPLETE
DESIGN APPROVED BY THE FIRE DEPARMENT.
NORTH
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:17 PM
E103
LIGHTING PLAN LEVEL 3
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1LIGHTING SCALE: 3/32" = 1'-0" PLAN LEVEL 3
1 GMP/PERMIT SET 13 MAY 2016
FLAG NOTES (THIS SHEET)
100 FOR ELEVATOR PIT LIGHTING, SEE ELEVATOR PIT PLAN ON ELECTRICAL
DETAILS SHEET.
103 FIXTURE TO BE ON EMERGENCY BATTERY BACK UP VIA INVERTER 3. SEE
POWER PLANS. EVENLITE LITEMINDER SERIES: #LM-52-LC-V1
104 GFCI RECEPTACLE IS PROVIDED WITH METAL WEATHER PROOF IN-USE
COVER. RECEPTACLE SHALL BE CONTROLLED WITH THE EXTERIOR POLE
FIXTURES. REFERENCE ELECTRICAL DETAILS SHEET FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
A REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY
OF HVAC AND PLUMBING EQUIPMENT. COORDINATE ALL REQUIREMENTS
WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
B PROVIDE OUTDOOR, COLD WEATHER LISTED EXIT SIGNS WITH INTEGRAL
BATTERY BACKUP AS REQUIRED TO MEET NFPA101 EGRESS PATH SIGNAGE
AND LOCAL A.H.J. REQUIREMENTS. ADDITIONAL INFORMATION WILL BE
PROVIDED DURING CD PHASE.
NORTH
102
102 102 102
102
102
102
B B
B B
B B
B B
A
A
A
A
A
A
A
AD
A
A
AD
A
A
A
A
A
A
A
A
A
A
AD
100
DAYLIGHT
TRANSITION ZONE
EAST DAYLIGHT ZONE WEST DAYLIGHT ZONE
NORTH DAYLIGHT ZONE
SOUTH DAYLIGHT ZONE SOUTH DAYLIGHT ZONE
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:15 PM
E102
LIGHTING PLAN LEVEL 2
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1LIGHTING SCALE: 3/32" = 1'-0" PLAN LEVEL 2
1 GMP/PERMIT SET 13 MAY 2016
FLAG NOTES (THIS SHEET)
100 FOR ELEVATOR PIT LIGHTING, SEE ELEVATOR PIT PLAN ON ELECTRICAL
DETAILS SHEET.
102 FIXTURE TO BE ON EMERGENCY BATTERY BACK UP VIA INVERTER 2. SEE
POWER PLANS. EVENLITE LITEMINDER SERIES: #LM-52-LC-V1
GENERAL NOTES:
A REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY
OF HVAC AND PLUMBING EQUIPMENT. COORDINATE ALL REQUIREMENTS
WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
B PROVIDE OUTDOOR, COLD WEATHER LISTED EXIT SIGNS WITH INTEGRAL
BATTERY BACKUP AS REQUIRED TO MEET NFPA101 EGRESS PATH SIGNAGE
AND LOCAL A.H.J. REQUIREMENTS. ADDITIONAL INFORMATION WILL BE
PROVIDED DURING CD PHASE.
NORTH
D
L1-1
L1-2
PART 1/3
PART 1/3
L1-2
L1-2
L1-2
L1-2
L1-2 L1-2 L1-2 L1-2
L1-2
L1-2
L1-2
L1-3
L1-4
L1-5
T1-1
T2-1
T3-1
L1-6
PART 2/2
L1-6
PART 1/2
A
A
A
A
A
A
A
CE
CE
C
C
C
B
B
B
B
B
B
B
B
B
B
A
A A
A
A
A
A
A
A
A
101 101
101
101
101
101 101 101 101
101
101
101
100
L1-28
105
DAYLIGHT
TRANSITION ZONE
EAST DAYLIGHT ZONE WEST DAYLIGHT ZONE
NORTH DAYLIGHT ZONE
SOUTH DAYLIGHT ZONE SOUTH DAYLIGHT ZONE
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:10 PM
E101
LIGHTING PLAN LEVEL 1
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1LIGHTING SCALE: 3/32" = 1'-0" PLAN LEVEL 1
1 GMP/PERMIT SET 13 MAY 2016
FLAG NOTES (THIS SHEET)
100 FOR ELEVATOR PIT LIGHTING, SEE ELEVATOR PIT PLAN ON ELECTRICAL
DETAILS SHEET.
101 FIXTURE TO BE ON EMERGENCY BATTERY BACK UP VIA INVERTER 1. SEE
POWER PLANS. EVENLITE LITEMINDER SERIES: #LM-52-LC-V1
105 PROVIDE 120V, 15A CIRCUIT FOR NETWORK POWER SUPPLY #PS-250 FOR
nLIGHT NETWORK POWER.
GENERAL NOTES:
A REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY
OF HVAC AND PLUMBING EQUIPMENT. COORDINATE ALL REQUIREMENTS
WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
B PROVIDE OUTDOOR, COLD WEATHER LISTED EXIT SIGNS WITH INTEGRAL
BATTERY BACKUP AS REQUIRED TO MEET NFPA101 EGRESS PATH SIGNAGE
AND LOCAL A.H.J. REQUIREMENTS. ADDITIONAL INFORMATION WILL BE
PROVIDED DURING CD PHASE.
NORTH
C
MCP - MOTOR CIRCUIT PROTECTION
XFMR
VFD
TTB
RVNR
NTS
NIC
MLO
WP
ZS
XP
UG
WG
SR
SC
PT
OL
OC
NO
NL
NC
- WEATHERPROOF
- LIMIT OR POSITION SWITCH
- EXPLOSION PROOF
- TRANSFORMER
- VARIABLE FREQUENCY DRIVE
- UNDERGROUND
- TELEPHONE TERMINAL BOARD
- SAFE OR STOP/RUN
- WIREGUARD
- REDUCED VOLTAGE, NON-REVERSING
- SHORT CIRCUIT
- POTENTIAL TRANSFORMER
- OVER CURRENT
- NOT TO SCALE
- OVERLOAD
- NORMALLY OPEN
- NOT IN CONTRACT
- NORMALLY CLOSED
- MAIN LUGS ONLY
- NIGHT LIGHT
CU - COPPER
MCC
MCA
EWC
ETM
MCB
LOR
MCCB
GRC
FWE
FLA
FVNR
FVR
HOA
ELR
LS
LT
IG
LC
HP
GFI
ES
EM
- LEVEL SWITCH
- MOTOR CONTROL CENTER
- MOLDED CASE CIRCUIT BREAKER
- MINIMUM CIRCUIT AMPS
- MAIN CIRCUIT BREAKER
- LET THROUGH
- LOCAL-OFF-REMOTE
- LIGHTING CONTACTOR
- ISOLATED GROUND
- HAND-OFF-AUTOMATIC
- HORSEPOWER
- FULL VOLTAGE, NON-REVERSING
- FULL VOLTAGE, REVERSING
- FULL LOAD AMPS
- GALVANIZED RIGID CONDUIT
- GROUND FAULT INTERRUPTER
- FURNISHED WITH EQUIPMENT
- ELAPSED TIME METER
- EMERGENCY STOP
- ELECTRIC WATER COOLER
- END OF LINE RESISTOR
- EMERGENCY
NOTE: ALL ABBREVIATIONS SHOWN
AFG
AFF
CPT
AIC
BFG
AFC
AL
CR
CT
CB
AC
- ALUMINUM
- CIRCUIT BREAKER
- CORROSION RESISTANT
- BELOW FINISHED GRADE
- CURRENT TRANSFORMER
- CONTROL POWER TRANSFORMER
- ABOVE COUNTER
- AMPS INTERRUPTING CURRENT
- ABOVE FINISHED CEILING
- ABOVE FINISHED FLOOR
- ABOVE FINISHED GRADE
ARE NOT NECESSARILY USED.
1. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT
DIMENSIONS.
2. REFER TO THE ARCHITECTURAL PLANS, ELEVATIONS, AND DIAGRAMS FOR LOCATIONS OF THE
FLOOR AND WALL DEVICES. IF DEVICES ARE NOT NOTED OTHERWISE THEY SHALL BE MOUNTED
LONG AXIS VERTICAL AT THE FOLLOWING HEIGHTS AFF TO CENTER OF DEVICE: SWITCHES +48",
RECEPTACLES +18", VOICE/DATA JACKS +18".
3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ANY NEW ELECTRICAL SERVICE
INSTALLATION OR MODIFICATIONS TO THE EXISTING ELECTRICAL SERVICE WITH THE LOCAL
UTILITY COMPANY PRIOR TO STARTING ANY WORK.
4. COORDINATE ALL EQUIPMENT LOCATIONS WITH THE OWNER PRIOR TO ROUGH-IN.
COORDINATE THE WIRING DEVICE LOCATIONS WITH THE ARCHITECTURAL ELEVATIONS,
CASEWORK SHOP DRAWINGS, AND EQUIPMENT INSTALLATION DRAWINGS. COORDINATE THE
LOCATION OF THE MECHANICAL EQUIPMENT WITH THE MECHANICAL PLANS AND THE
MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. COORDINATE THE LOCATION OF THE
LUMINAIRES WITH THE ARCHITECTURAL REFLECTED CEILING PLANS.
5. ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR, AT NO
ADDITIONAL COST TO THE OWNER.
6. ALL 120V BRANCH CIRCUITS SHALL BE 3-WIRE (PHASE,NEUTRAL,GROUND). PHASE, NEUTRAL,
AND GROUND CONDUCTORS SHALL BE SIZE 12 AWG UNLESS OTHERWISE NOTED. BRANCH
CIRCUITS SHOWN AS A SINGLE HOMERUN SHALL NOT BE COMBINED WITH OTHER CIRCUITS. ALL
BRANCH CIRCUITS AND FEEDERS SHALL HAVE EQUIPMENT GROUNDING CONDUCTORS
INSTALLED IN THE RACEWAY.
7. PROVIDE (1) 3/4"C WITH BUSHING AND PULL WIRE FROM EACH TELEPHONE, DATA,
COMMUNICATION, AND THERMOSTAT OUTLET TO ABOVE THE ACCESSIBLE CEILING, UNLESS
NOTED OTHERWISE.
8. THE CONTRACTOR SHALL MAINTAIN FIRE-RATINGS FOR ALL CONDUIT PENETRATIONS THROUGH
FIRE-RATED CONSTRUCTION.
9. COORDINATE THE LOCATIONS AND CONTROLS OF ALL APPLICABLE FIRE/SMOKE DAMPERS WITH
THE MECHANICAL CONTRACTOR, PRIOR TO CONSTRUCTION.
10. ALL MOUNTING OF ELECTRICAL DEVICES (LUMINAIRES, TRANSFORMERS, PANELS, OUTLETS,
CONDUIT RUNS, ETC.) SHALL COMPLY WITH STATE AND LOCAL SEISMIC REQUIREMENTS. ALL
LUMINAIRES SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SUPPORT HANGERS IN
COMPLIANCE WITH IBC AND NEC REQUIREMENTS.
11. ADA COMPLIANCE: ELECTRICAL DEVICES PROJECTING FROM THE WALLS WITH THEIR LEADING
EDGES BETWEEN 27" AND 80" AFF SHALL PROTRUDE NO MORE THAN 4" INTO WALKWAYS OR
CORRIDORS.
12. BACK TO BACK MOUNTING OF RECEPTACLES OR COMMUNICATION OUTLETS IS NOT PERMITTED.
THE MINIMUM SEPARATION BETWEEN DEVICES SHALL BE 6" O.C. IN COMMON WALLS AND 24"
O.C. IN SOUND-RATED WALLS.
13. GFCI DEVICES SHALL BE PROVIDED AS NOTED AND SHALL COMPLY WITH NEC AND LOCAL
REQUIREMENTS. NO FEED-THRU GFCI PROTECTION SHALL BE PERMITTED FOR DOWNSTREAM
DEVICES. GFCI DUPLEX RECEPTACLES SHALL BE UL 943 2006 "LOCK-OUT" ACTION OR
"NOTIFICATION" COMPLIANT.
14. SWITCHES CONTROLLING LIGHTING LOADS: WHERE SWITCHES CONTROL LIGHTING LOADS
SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT, THE GROUNDED CIRCUIT
CONDUCTOR (NEUTRAL WIRE) FOR THE CONTROLLED LIGHTING CIRCUIT SHALL BE PROVIDED
AT THE SWITCH LOCATION. EXISTING SWITCHES IN REMODELED SPACES SHALL NOT BE EXEMPT
FROM THIS REQUIREMENT.
15. WHERE DIMMING CONTROL IS SPECIFIED AS A PORTION OF A CIRCUIT THAT ALSO HAS
SWITCHED LIGHTING IN ADJACENT SPACES, PROVIDE A SEPARATE, DEDICATED NEUTRAL WIRE
FROM THE DIMMING DEVICE BACK TO THE ORIGINATING PANEL.
16. COORDINATE THE INSTALLATION OF COMMUNICATIONS CABLING, ROUTING, MOUNTING BOXES,
AND TERMINATIONS WITH THE OWNER OR IT MANAGER, PRIOR TO CONSTRUCTION.
17. ALL LOW VOLTAGE AND SYSTEMS CABLING LOCATED ABOVE THE ACCESSIBLE CEILING SHALL
BE PROPERLY RATED FOR THE APPLICATION. WITHOUT EXCEPTION, ALL CABLING SHALL BE
HUNG FROM BRIDLE-TYPE RINGS OR PLACED IN CABLE TRAYS BY THE ELECTRICAL
CONTRACTOR. IN EXPOSED CEILING AREAS, ALL CABLING SHALL BE RUN IN CONDUIT TO THE
NEAREST ACCESSIBLE CEILING LOCATION.
18. ELECTRICAL DEVICE IDENTIFICATION LABELS: PROVIDE ADHESIVE FILM LABEL, MACHINE
PRINTED, IN BLACK, BY THERMAL TRANSFER OR EQUIVALENT PROCESS WITH MINIMUM LETTER
HEIGHT OF 3/8" ON ALL ELECTRICAL DEVICES. LABEL SHALL IDENTIFY ORIGINATING PANEL AND
CIRCUIT NUMBER IN THE FOLLOWING FORMAT: PANEL-CKT. REFERENCE SPECIFICATIONS FOR
ADDITIONAL LABELING REQUIREMENTS. WHERE THE PROJECT SPECIFICATIONS INDICATE MORE
STRINGENT LABELING REQUIREMENTS, THOSE REQUIREMENTS SHALL TAKE PRECEDENCE.
19. PROVIDE TYPED UPDATED PANEL DIRECTORIES FOR EXISTING PANELS AFFECTED BY REMODEL
WORK. PROVIDE NEW CIRCUIT BREAKER NUMBER IDENTIFICATION AS REQUIRED.
20. ALL EXPOSED CONDUITS SHALL BE ROUTED PERPENDICULAR, PARALLEL AND TIGHT TO
COLUMNS AND BEAMS. EXPOSED CONDUIT ROUTING SHALL BE COORDINATED WITH ARCHITECT
AND ENGINEER PRIOR TO INSTALLATION.
1. PROVIDE ALL NECESSARY EQUIPMENT AND DEVICES FOR COMPLETE FIRE ALARM SYSTEM PER
APPLICABLE CODE REQUIREMENTS.
2. THE LOCATIONS OF SMOKE DETECTORS SHOWN ARE CONSIDERED TO BE SCHEMATIC ONLY.
THE ACTUAL LOCATIONS (SPACING TO ADJACENT DETECTORS, DIFFUSERS, WALLS, ETC.) ARE
REQUIRED TO MEET NFPA 72.
3. ALL STROBES AND HORN/STROBES SHALL BE SYNCHRONIZED PER NFPA AND LOCAL
REQUIREMENTS.
4. THE CONTRACTOR SHALL OBTAIN A STATE REGISTERED ENGINEER TO REVIEW, SEAL, AND SIGN
SHOP DRAWINGS FOR PLAN REVIEW SUBMISSION. THE ENGINEER OF RECORD FOR THESE
DRAWINGS SHALL NOT SEAL THE FIRE ALARM SHOP DRAWINGS.
T165° = COMBINATION, 165°F
SUBSCRIPTS:
WALL MOUNTED SWITCH
CLOSED CIRCUIT TV OUTLET
TELEVISION OUTLET
MASTER INTERCOM STATION
HOUSE PHONE/INTERCOM
= DOUBLE POLE
= DOOR SWITCH
= THERMAL OVERLOAD
= LOW VOLTAGE
= KEY-OPERATED
T
DUAL-LEVEL SWITCHES
DS
LV
P = PILOT LIGHT
D = DIMMER
K
SUBSCRIPTS:
= 3-WAY
= 4-WAY
3
4
2
AMPLIFIER
NOTATIONS
WALL MOUNTED TELEPHONE OUTLET, +48" AFF
= COMBINATION, 190°F
TELEPHONE TERMINAL BOARD - TTB
CEILING OR WALL MOUNTED CLOCK
FLOOR OR WALL MOUNTED MICROPHONE OUTLET
WALL MOUNTED TELEPHONE OUTLET
FLOOR MOUNTED TELEPHONE AND/OR DATA
CEILING OR WALL MOUNTED SPEAKER
WALL MOUNTED DATA OUTLET
WALL MOUNTED COMBINATION TELEPHONE/DATA
REMOTE PILOT LIGHT WITH TEST SWITCH
FIREFIGHTERS TELEPHONE JACK
SPRINKLER SYSTEM TAMPER SWITCH
SPRINKLER SYSTEM FLOW SWITCH
SMOKE DETECTOR IN VENTILATING DUCT
LIFE SAFETY SPEAKER WITH STROBE
= COMPENSATION, 165°F
FAN SHUT-DOWN CONNECTION
OUTLET BOX, AS NOTED
CONNECTION TO PRE-WIRED EQUIPMENT
COMMUNICATION SYSTEM
SURGE PROTECTIVE DEVICE
CONDUIT STUB-OUT - CAP & MARK
NO. OF ARROWS INDICATE NO. OF CIRCUITS
CIRCUIT HOMERUN TO PANEL OR CABINET,
SEALOFF
SWITCHING
CIRCUIT TURNED UP
CIRCUIT TURNED DOWN
CONDUIT RUN
ENGINE GENERATOR
CIRCUITING
TRANSFORMER
MOTOR CONTROL CENTER
PANELBOARD
CALL-IN SWITCH
TIME-TONE UNIT
BUZZER
PROGRAM BELL
VOLUME CONTROL
PAY PHONE
OUTLET BOX
= SHUNT TRIP
= MULTISPEED
= VARIABLE FREQUENCY
= SOLID-STATE, REDUCED VOLTAGE
ENCLOSED CIRCUIT BREAKER, MOLDED-CASE,
COMBINATION DISCONNECT AND STARTER
FUSED DISCONNECT SWITCH
SAFETY DISCONNECT SWITCH
SUBSCRIPTS:
ST
THERMAL-MAGNETIC FIXED
SSRV
VF
MS
CONTROL MODULE
MONITOR MODULE
DAMPER CONNECTION
LIFE SAFETY SPEAKER
REMOTE PILOT LIGHT
MAG. DOOR HOLDER
T190°
TF165°
EXTERIOR POLE MOUNTED LUMINAIRE, AS SCHEDULED EAT = ELECTRONIC ADJUSTABLE TRIP
THERMAL-MAGNETIC FIXED
ENCLOSED CIRCUIT BREAKER, MOLDED-CASE,
ENCLOSED FUSED DISCONNECT SWITCH
= SHUNT TRIP
= KEY INTERLOCK
= CURRENT LIMITING
= INSULATED CASE
= GROUND FAULT CIRCUIT INTERRUPTER
= ZONE-SELECTIVE INTERLOCKING
= COMPENSATION, 135°F
= COMBINATION, 135°F
= IONIZATION
FIRE ALARM GRAPHIC PANEL
GROUND FAULT PROTECTION
CURRENT TRANSFORMER
MOTOR, NUMBER INDICATES HORSEPOWER
GENERAL ALARM COMBINATION HORN/STROBE
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
CEILING OR WALL MOUNTED DETECTOR
= PHOTOELECTRIC
OUTLET WITH SPECIAL DEVICE, AS NOTED GENERATOR
PEDESTAL OUTLET, AS NOTED
WALL MOUNTED OUTLET WITH SPECIAL DEVICE,
ABOVE CEILING POWER DISTRIBUTION BOX
POKE THROUGH, AS NOTED
SURFACE RACEWAY, AS NOTED
MAGNETIC MOTOR STARTER
FLOOR MOUNTED COMBINATION OUTLET BOX,
FLOOR MOUNTED POWER BOX, AS NOTED
WALL MOUNTED OUTLET BOX
JUNCTION BOX, AS NOTED
OUTLET BOX
CONNECTION TO MOTOR
TELE-POWER POLE
PULL BOX
CLOCK HANGER OUTLET
AS NOTED
AS NOTED
FIRE ALARM STROBE
T
TF
FIRE ALARM HORN
SUBSCRIPTS:
MANUAL PULL STATION
FIRE ALARM
= HOSPITAL GRADE
= HOSPITAL GRADE TAMPER RESISTANT
= SURGE SUPRRESSION
= GROUND FAULT INTERRUPTER
= 6" ABOVE COUNTER
STRAIGHT BLADE SINGLE RECEPTACLE
STRAIGHT BLADE DUPLEX RECEPT. ON EMERGENCY CIRCUIT
STRAIGHT BLADE DUPLEX RECEPT. HALF-SWITCHED
STRAIGHT BLADE DUPLEX RECEPTACLE
STRAIGHT BLADE DOUBLE DUPLEX RECEPT. (FOURPLEX)
INSTALL FACES AS INDICATED BY SHADING
EMERGENCY LIGHT AS NOTED
CEILING OR WALL MOUNTED EXIT SIGN,
HG
SS
AC
HGT
GFI
SUBSCRIPTS:
POWER
BOLLARD
VOLT METER
TRANSFER SWITCH
AMMETER
POWER TRANSFORMER
KI
ZSI
ST
GFCI
CL
IC
= ADJUSTABLE INSTANTANEOUS TRIP
= MULTISPEED
= SOLID-STATE, REDUCED VOLTAGE
= VARIABLE FREQUENCY
ARE NOT NECESSARILY USED.
NOTE: ALL SYMBOLS SHOWN ON LEGEND
CIRCUIT BREAKER, MOLDED-CASE, THERMAL-MAGNETIC FIXED
MAGNETIC MOTOR STARTER
GROUND CONNECTION AS NOTED
RECESS MOUNTED LUMINAIRE
RECESS MOUNTED LUMINAIRE
CEILING OR WALL MOUNTED LUMINAIRE
WITH MODULAR WIRING CONNECTOR
CEILING OR WALL MOUNTED EXTERIOR LUMINAIRE
STRIP LUMINAIRE
TRACK LIGHT, AS NOTED OR SCHEDULED
DIRECTIONAL ACCENT OR WALL-WASH LUMINAIRE
WALL MOUNTED INTERIOR
PORCELAIN KEYLESS
LUMINAIRE, AS NOTED
DOWNLIGHT
LIGHTING
FUSES
SUBSCRIPTS:
AT
VF
MS
SSRV
SUBSCRIPTS:
SCHEMATIC WIRING GRAPHICS
DISCONNECT SWITCH
METER
P
= COMBINATION PHOTOELECTRIC AND THERMAL
= COMPENSATION, 190°F
PT
TF190°
TVSS - TRANSIENT VOLTAGE SURGE SUPPRESSOR
SPD - SURGE PROTECTIVE DEVICE
UPPER CASE LETTER AT LUMINAIRES
(F1, , ETC.) INDICATES
LUMINAIRE TYPE. = TYPE F1
LUMINAIRES IN AREA INDICATED.
LOWER CASE LETTER AT LUMINAIRES
AND SWITCHES (a, b, ETC.) INDICATE
ASSOCIATED UNITS FOR SWITCHING.
SHADING WITHIN LUMINAIRE DENOTES
"NL" WITHIN LUMINAIRES DENOTES
UNIT ON NIGHT LIGHT CIRCUIT.
PLUS (+) SIGN WITH DIMENSION AT
OUTLET INDICATES HEIGHT ABOVE
FINISHED FLOOR OR GRADE TO
CENTERLINE OF OUTLET.
3 -
4 -
5 -
2 -
1 -
1
F1
UNIT WITH EMERGENCY BATTERY PACK.
ABBREVIATIONS
GENERAL NOTES-FIRE ALARM SYSTEMS
GENERAL NOTES (FOR ALL ELECTRICAL SHEETS)
ELECTRICAL LEGEND
Mechanical, Electrical & Energy Consultants
175 North 27th Street, Suite 1312
Billings, MT 59101-2048
406.256.1141
Cheyenne, WY 82001-4368
307.634.7647
500 West 18th Street, Suite 200
Greenwood Village, CO 80111-2518
7600 East Orchard Road, Suite 250-S
303.796.6000
www.mkkeng.com
CONSULTING ENGINEERS, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:36:06 PM
E000
ELECTRICAL COVER SHEET
165 CHESTNUT ST.
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
TAG WATTS # OF WATTS V-PH CIRCUIT MODEL
PER FOOT FEET TOTAL BREAKER
HT-1 DCW TO WH AT ROOF 5 25 125 120-1 15A RAYCHEM 5XL-1-CR 1,2,3 --
NOTES:
1. PROVIDE CONNECTION KITS AS REQUIRED.
2. PROVIDE ELECTRONIC AUTOMATIC CONTROLLER.
3. PROVIDE RTD TEMPERATURE SENSORS AS REQUIRED.
HEAT TRACE SCHEDULE
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:40:03 PM
P501
PLUMBING SCHEDULES
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
CAPPED FOR FUTURE RETAIL AREA.
2"
TO STANDPIPES. TYPICAL.
WM WM
RE: PLANS
70"
OUTLET FLOW
46"
48"
FINISHED GRADE.
MIN
6"
CLEAN OUT FLUSH WITH
5" MIN
4"
WATER PLUG, TYP.
LEVEL
45"
54" 26"
6" FILLET
ALL ROUND, TYP.
CLEAN OUT TO BE IRON BODY
FERRULE WITH BRASS SCREW
NOTES:
1'-0"
4"
FROM
BUILDING
6" MIN
23
2" VENT
GRADE
1. 750 GALLON SAND & OIL INTERCEPTOR
2. ALL PIPE AND FITTINGS TO BE CAST IRON, MIN 4" DIA.
3. WALLS AND BOTTOM REINFORCED THROUGHOUT.
4. OUTLET PIPE INVERT TO BE 2" LOWER THAN INLET PIPE.
5. CONSTRUCTION SPECIFICATIONS FOR INTERCEPTOR TO BE PER FT COLLINS WASTE WATER DEP'T.
6. INTERCEPTOR TO BE 60" WIDE. TOTAL VOLUME SHALL BE A MINIMUM OF 100 CU. FT.
5' MIN.
FROM BLDG.
4"
CLEANOUT DETAILS NO SCALE DOUBLE CLEANOUT DETAIL
NO SCALE
DOMESTIC WATER PIING
ENTRY DETAIL
NO SCALE
AUTOMATIC ELECTRIC ELEVATOR
SUMP PUMP DETAIL
NO SCALE
WATER ENTRY; COPPER
NO SCALE (3" AND SMALLER)
FIRE ENTRY; IRON
NO SCALE (4" OR LARGER)
6"
FLOOR LINE
CLEANOUT AND ACCESS
COVER. TOP OF COVER
TO BE FLUSH W/TOP OF
FLOOR.
16" SQ. CONC. PAD
TROWEL SMOOTH &
EDGE
BRASS CLEANOUT
PLUG W/COUNTER
SUNK HEAD
FINISHED GRADE
1/8 C.I. BEND
C.I. WASTE LINE.
LENGTH TO SUIT.
1/8 BEND IF CLEANOUT
OCCURS AT END OF LINE
WASTE LINE
CLEANOUT TO GRADE (COTG)
BALANCE OF PIPING
SAME AS CLEANOUT
TO GRADE
1/8 C.I. BEND
GRADE CLEANOUT & ACCESS
COVER WIRE REINFORCED
30"x18"x8" CONCRETE PAD
WIRE REINFORCED
CUT OFF FERRULES
WALL SLEEVE 4" LARGER
I.D. THAN O.D. OF SEWER
PIPE WITH WATER PROOF
FLANGE CAST-IN PLACE
RE: PLBG DWGS
FOR SIZES
FILL ANNULAR SPACE WITH NON
HARDENING, ADHESIVE TYPE
WATER & GAS TIGHT SEALANT
FOUNDATION WALL
TWO WAY CLEANOUT FTG TYLER 003519 4"
FTG OR TYLER 003513 6"x6"x4"x4" FTG AS
APPROPRIATE OR EQUIVALENT (USE TWO
SINGLE WYE CLEANOUT FITTINGS FOR 8"
AND LARGER)
TO
SEWER
CUT OFF FERRULES
D.I. OR C.I. HUB & SPIGOT
PIPE "SV" WEIGHT
BFP-1
BACKFLOW PREVENTER.
REDUCED PRESSURE
PROVIDE HEAT TRACE FROM
WATER ENTRY ROOM TO
RETAIL SPACES.
& ANCHOR TO CONC.
1-1/2"x1-1/2"x1/4" BRACE ON
EACH SIDE OF PIPE. CROSS BRACE
TIGHT
SEAL WATER
96
INTERIOR COVER WITH HANDLE (TYP.)
COVER
TRAFFIC WEIGHT
MANHOLE &
24" ∅ C.I.
24"∅
GRATE
ELEVATOR PIT FLOOR
PUMP ALARM
SENSOR
ALARM PANEL
NOTE:
INSTALL PUMP AND ACCESSORIES PER
MANUFACTURERS INSTRUCTIONS
FINISHED FLOOR
ESP-#
F
DSN-1
COPPER
SERVICE FROM
STREET.
WALL SLEEVE; I.D. = 4"
LARGER THAN O.D. OF
PIPE.
SEAL
BLDG.
FLOOR SLAB
FOUNDATION WALL
OR GRADE BEAM
GRADE
CAST OR DUCTILE IRON
SERVICE FROM STREET.
GRADE
FOUNDATION WALL
OR GRADE BEAM
CAST IRON HUB TO
FLANGED ADAPTER.
FLANGED CAST IRON TO
WATER &/OR FIRE
SERVICE VALVES.
PIPE SLEEVE; CAST IN
PLACE. 4" LARGER
THAN O.D. OF PIPE.
BLDG.
FLOOR SLAB
CAULK
WALL SLEEVE; I.D. = 1"
LARGER THAN O.D. OF
PIPE.
TIE RODS; TYP.
THRUST BLOCK
WM-1 WM-1
FLOOR CLEANOUT (FCO)
CLEANOUT NOT TO BE
LOCATED IN CARPETED AREA
PIPE SLEEVE; CAST IN
PLACE.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:40:03 PM
P401
PLUMBING DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:40:02 PM
P103
PLUMBING PLAN LEVEL 3
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1THIRD SCALE: 3/32" LEVEL = 1'-0" PLUMBING PLAN
FLAG NOTES (THIS SHEET)
204 4" AD-1 AREA DRAIN, TYPICAL.
1 GMP/PERMIT SET 13 MAY 2016
NORTH
3"
HT-1
4" F UP & DN.
4" F UP & DN.
4" F UP & DN.
4" F UP & DN.
ORD-1
3" 3" RD-1
(275 SF)
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:39:56 PM
P102
PLUMBING PLAN LEVEL 2
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1SECOND SCALE: 3/32" = 1'-0" LEVEL PLUMBING PLAN
FLAG NOTES (THIS SHEET)
204 4" AD-1 AREA DRAIN, TYPICAL.
216 4" FD-1 FLOOR DRAIN, TYPICAL.
500 4" STANDPIPE WITH FIRE DEPARTMENT CONNECTION. PROVIDE
2-1/2" HOSE CONNECTION AT 48" AFF ON EACH LEVEL.
1 GMP/PERMIT SET 13 MAY 2016
NORTH
103
104
700
302
4" F UP.
500
216
4" F
4" F
FDC
6" ST 8" ST
12" ST
8" ST
12" ST
8" ST 10" ST
12" ST
6" ST UP. 6" ST UP.
6" ST UP. 6" ST UP.
6" ST UP.
6" ST UP.
6" ST UP.
6" ST UP.
6" ST DN. 6" ST DN.
4" SO
4" SO
4" ST
4" ST
4" DSN-1
4" DSN-1
6" ST
3/4" DCW
3/4" DCW
3/4" DCW UP.
4" F
106
501
4" SO
4" SO
4" DSN-1
4" DSN-1
4" ST
4" ST
6" ST
502 503
MDF
ROOM
ELEC.
ROOM
3" V UP.
2" V
2" V
217
217
4" DSN-1
4" OST 4" ST
4" ST
4" F UP.
4" F
4" F
4" F
4" F
4" F
4" F
4" F UP.
4" F UP.
4" F 4" F
I.E. - 95'-10"
I.E. - 96'-0"
I.E. - 95'-10"
I.E. - 95'-6"
I.E. - 96'-4"
I.E. - 96'-2"
107
4" SO UP.
4" SO DN.
4" SO UP.
4" SO DN.
4" SO UP. 4" SO UP.
4" SO UP.
4" SO DN.
4" SO UP.
4" SO DN.
4" SO UP.
4" SO UP.
4" SO UP.
4" SO UP.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:39:51 PM
P101
PLUMBING PLAN LEVEL 1
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1FIRST SCALE: 3/32" LEVEL = 1'-0" PLUMBING PLAN
FLAG NOTES (THIS SHEET)
100 WH-1 WALL HYDRANT. TYPICAL.
101 1" COLD WATER LINE FOR FUTURE TENANT USE. PROVIDE
SHUT-OFF VALVE, TYPICAL.
102 1-1/2" INSULATED WATER LINE ROUTED UNDERGROUND FROM
WATER ENTRY ROOM TO LOCATION SHOWN.
103 WATER ENTRY ROOM, REFER TO DETAIL. PROVIDE GPM
SUB-METERS FOR EACH SET OF RETAIL AREAS (2).
104 1-1/2" MAIN WATER SERVICE. SEE CIVIL FOR CONTINUATION
106 WATER ENTRY. REFER TO DETAIL AND SCHEMATIC.
107 1-1/2" WATER LINE ROUTED UNDERGROUND FROM WATER ENTRY
ROOM TO FUTURE RETAIL SPACE AND STUBBED UP AND CAPPED
AT BOTH ENDS. FUTURE RETAIL TENANT SHALL MAKE FINAL
CONNECTIONS TO WATER METER IN WATER ENTRY ROOM AT
TIME OF TENANT BUILD OUT.
202 NEW 4" SANITARY SEWER LINE. SEE CIVIL FOR CONTINUATION.
PROVIDE DOUBLE CLEAN OUT AND CAP FOR FUTURE
CONNECTION TO FUTURE GREASE TRAP.
205 4" SANITARY WASTE LINE. CAP FOR FUTURE TENANT USE,
TYPICAL.
206 4" GREASE WASTE LINE. CAP FOR FUTURE TENANT USE, TYPICAL.
208 FUTURE GREASE TRAP LOCATION.
210 750 GALLON SAND/OIL INTERCEPTOR, SEE DETAIL. PROVIDE (2) 2"
VENT LINES FROM SAND/OIL INTERCEPTOR. CONNECT INTO ONE
2" VENT AND TERMINATE PER CODE.
216 4" FD-1 FLOOR DRAIN, TYPICAL.
217 PROVIDE SCORED CONCRETE SLAB TO INDICATE WHERE
SANITARY CONNECTIONS ARE TO BE COMPLETED.
CONNECTIONS TO ACTIVE MAINS FROM UNUSED LINES MUST BE
MAXIMUM 3'-0".
302 12" STORM CONNECTION. REFER TO CIVIL FOR CONTINUATION.
500 4" STANDPIPE WITH FIRE DEPARTMENT CONNECTION. PROVIDE
2-1/2" HOSE CONNECTION AT 48" AFF ON EACH LEVEL.
501 FIRE ENTRY. REFER TO DETAIL AND SCHEMATIC.
502 AREA TO BE SPRINKLED WITH A DRY PIPE SYSTEM PER NFPA 13
LIGHT HAZARD.
503 FUTURE RETAIL SPACE TO BE SPRINKLED WITH A DRY PIPE
SYSTEM PER NFPA 13 LIGHT HAZARD. DRY PIPE SYSTEM TO BE
STUBBED OUT OF THE MAIN BUT KEPT WITHIN THE WATER ENTRY
ROOM.
700 ELEVATOR SUMP PUMP, REFER TO DETAIL.
1 GMP/PERMIT SET 13 MAY 2016
NORTH
* WHERE CFM IS INDICATED ON PLANS FOR RETURN AND TRANSFERS, BALANCE TO AIRFLOW INDICATED.
SPECIFIC NOTES:
1. PROVIDE SMALLEST FACE AVAILABLE FOR NECK LISTED IN PLANS
2. PROVIDE DAMPER FOR A DUCTED RETURN/TRANSFER AIR SYSTEM THAT REQUIRES AIR BALANCE AT RETURN/TRANSFER OPENINGS AS INDICATED BY
AIRFLOW (CFMs) ON DRAWINGS.
3. AS IDENTIFIED ON THE PLANS PROVIDE 12"x24" FACE FOR 10"x22" NECKS, PROVIDE 24"x24" FACE FOR 22"x22" NECKS
4. PROVIDE THE MANUFACTURERS INSULATED SUPPLY PLENUM OVER THE ACTIVE SECTIONS OF THE DIFFUSER UNLESS NOTED OTHERWISE ON THE PLAN. PROVIDE
DUCT TRANSITIONS TO ACCOMMODATE ANY PLENUM WITH OVAL DUCT CONNECTIONS. WHERE REQUIRED PROVIDE BLANK-OFF ON NON-ACTIVE SECTIONS.
5. PROVIDE 1" SLOT WIDTH.
6. PROVIDE BACKPAN WHERE CONNECTED TO DUCT OR SOUND BOOT; WHERE NOT DUCT OR SOUND BOOT IS PRESENT PROVIDE PERFORATED PANEL ONLY.
7. FOR THE INLET (NECK) SIZE CALLED FOR ON THE PLAN PROVIDE THE FOLLOWING BACKPAN SIZES: 6" (9x9"), 8" (9x9"), 10" (12x12"), 12" (15x15")
GRILLES, REGISTERS, & DIFFUSERS SCHEDULE
ITEM TYPE CFM kW AIR MOTOR DATA MANUFACTURER & NOTES CONTROLS
EAT LAT MCA V-PH MODEL #
F F
UH-1 HORIZ. 400 5.0 0.0 45 24.1 208-1 TRANE - UHEC WATER ENTRY ROOM T-STAT
UH-2 HORIZ. 400 3.3 10.0 40 15.9 208-1 TRANE - UHEC IDF/MDF ROOM T-STAT
UH-3 HORIZ. 400 3.3 10.0 40 15.9 208-1 TRANE - UHEC ELECTRICAL ROOM T-STAT
NOTES: 1. PROVIDE WITH UNIT DISCONNECT
UNIT HEATER SCHEDULE
ITEM SERVICE CFM MAX. S.P. VELOCITY MIN. FREE SIZE MANUFACTURER & NOTES
DROP FPM AREA WIDTH HEIGHT MODEL #
IN. SQ.FT. IN. IN.
SL-1 FC-1 INTAKE/EXHAUST 250 0.05 500 0.50 18 12 RUSKIN ELF6375DX 1
SL-2 FC-2 INTAKE/EXHAUST 250 0.05 500 0.50 18 12 RUSKIN ELF6375DX 1
SL-3 FC-3 INTAKE/EXHAUST 250 0.05 500 0.50 18 12 RUSKIN ELF6375DX 1
SL-4 EF-1 INTAKE/EXHAUST 210 0.17 500 0.42 18 12 RUSKIN ELF6375DX 1
SL-5 EF-2 INTAKE/EXHAUST 210 0.17 500 0.42 18 12 RUSKIN ELF6375DX 1
NOTES: 1. PROVIDE WITH 1/2"X1/2" BIRDSCREEN ON INSIDE FACE AND EXTENDED SILL, BAKED ENAMEL FINISH, COLOR AS SELECTED BY ARCHITECT
STATIONARY LOUVER SCHEDULE
ITEM SERVICE EVAPORATOR FAN ITEM CONDENSER SECTION COOLING CAPACITY MANUFACTURER NOTES CON-
CFM FAN ELECTRICAL ELECTRICAL OP MBH EAT COND SEER & MODEL NO. TROLS
TYPE MCA V-PH V-PH MOCP MCA WGT SENS °F TEMP
LBS DB/WB °F
FCU-1 MDF/IDF ROOM 750 DIRECT -- -- ACCU-1 208-1 25 14.0 155.0 13.5 80/60 95 13.0 CARRIER 38MVC024-3, 40MVC024-3 ALL T-STAT
FCU-2 ELEV. CONTROL ROOM 500 DIRECT -- -- ACCU-2 208-1 20 11.0 155.0 10.1 80/60 95 13.0 CARRIER 38MVC018-3, 40MVC018-3 ALL T-STAT
NOTES: 1. PROVIDE FIELD DISCONNECT SWITCH, 2. PROVIDE OPTIONAL FILTER BOX AT INLET, 3. PROVIDE PRE-CHARGED LINE SET, 4. PROVIDE WALL MOUNTED THERMOSTAT
5. PROVIDE CONDENSATE PUMP, 6. PROVIDE LOW AMBIENT CONTROL TO -20°F, 7. PROVIDE INDOOR UNIT POWER FROM OUTDOOR UNIT
8. PROVIDE CRANKCASE HEATER, 9. PROVIDE WINTER START CONTROL
SPLIT-SYSTEM AIR CONDITIONING UNIT
ITEM TYPE SUPPLY FAN MOTOR DATA HEATING CAPACITY COOLING CAPACITY OP MANUFACTURER & NOTES CON-
CFM OSA ESP HP V-PH MCA MBH EAT LAT MBH EAT LAT WGT MODEL # TROLS
CFM IN °F °F °F °F LBS
FC-1 HORZ 1400 250 0.50 3/4 208-3 56.4 27.3 --- --- 38.2 80 50 275 CARRIER - 42BHE12 ALL T-STAT
FC-2 HORZ 1400 250 0.50 3/4 208-3 56.4 27.3 --- --- 38.2 80 50 275 CARRIER - 42BHE12 ALL T-STAT
FC-3 HORZ 1400 250 0.50 3/4 208-3 56.4 27.3 --- --- 38.2 80 50 275 CARRIER - 42BHE12 ALL T-STAT
NOTES: 1. PROVIDE WITH 8kW 2-STAGE ELECTRIC HEATER. 2. PROVIDE 6-ROW DX COOLING COIL. 3. PROVIDE MERV 8 FILTERS. 4. PROVIDE MIXING BOX
FAN / BLOWER COIL SCHEDULE
ITEM SERVICE MIN CAPACITY ELECTRICAL DATA OP MANUFACTURER NOTES CONTROLS
SEER TOT SENS EVAP COND V-PH COMPRESSOR CONDENSER MCA MOCP WGT & MODEL NO.
MBH MBH EAT DB/WB EAT RLA LRA RLA LRA LBS
CU-1 RETAIL 14 41.0 38.0 80/62 95 208-3 9.0 71 1.2 1.2 12.5 20 200 CARRIER 24AHA436A005 1,2 T-STAT
CU-2 RETAIL 14 41.0 38.0 80/62 95 208-3 9.0 71 1.2 1.2 12.5 20 200 CARRIER 24AHA436A005 1,2 T-STAT
CU-3 REATIL 14 41.0 38.0 80/62 95 208-3 9.0 71 1.2 1.2 12.5 20 200 CARRIER 24AHA436A005 1,2 T-STAT
NOTES: 1. CONTROL SHALL BE PROVIDE VIA FACTORY CONTROLLER PROVIDE WITH FC-1,2,3
2. PROVIDE WITH REFRIGERANT LINE SET, SUCTION LINE FILTERS, ACCESS PORTS, SHUT OFF VALVES, LIQUID LINE FILTER DRYERS,
SOLENOID VALVES, SIGHT GLASSES, EXPANSION VALVES AND FLEX CONNECTORS. SEE DETAIL FOR REQUIREMENTS
CONDENSING UNIT SCHEDULE
ITEM TYPE AREA CFM ESP DRIVE SONES MOTOR DATA OP WT MANUFACTURER CONTROLS
SERVED INWC TYPE BHP AMPS RPM V-PH STRTR LBS & MODEL NO.
EF-1 CEILING MTD. ELEC. ROOM 210 0.50 DIRECT 5.5 -- 2.3 1500 115-1 -- 20 COOK - GC-184 T-STAT
EF-2 CEILING MTD. STORAGE 210 0.50 DIRECT 5.5 -- 2.3 1500 115-1 -- 20 COOK - GC-184 T-STAT
NOTES:
1. PROVIDE INTEGRAL DISCONNECT SWITCH, BACKDRAFT DAMPER, VIBRATION ISOLATORS, AND FLEX CONNECTIONS OUTLET.
FAN SCHEDULE
ROUND DUCT TAKE-OFF FITTINGS NO
SCALE
LATERAL TAKE-OFF FITTING
FLEX DUCT
AIR FLOW
SPIN-IN FITTING
AIR FLOW
FLEX DUCT
LATERAL TAKE-OFF FITTING
W/ MANUAL DAMPER,
HANDLE, & LOCK NUT.
USE GASKETED FITTING. ATTACH
PER MANUFACTURER'S
RECOMMENDATIONS.
WORM DRIVE S.S. CLAMP
(ON INNER LINER)
ROUND TWIST-IN FITTING
W/ MANUAL DAMPER,
HANDLE, & LOCK NUT.
USE DUCT SEALANT OR
GASKETED FITTING.
WORM DRIVE S.S. CLAMP
(ON INNER LINER).
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:41:06 PM
M501
MECHANICAL SCHEDULES
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
AIR MIN
DA
RETURN
AIR
OF STAGES OF
VERIFY NUMBER
CONTRACTOR TO
UNIT
AIR COOLED
CONDENSING
COOLING.
REMOTE
SEQUENCE OF OPERATION:
GENERAL:
ALARMS SHALL BE AS NOTED WITHIN THE SEQUENCE OF OPERATION AND THE CONTROL
SYSTEM DATA POINT MATRIX.
OCCUPIED/UNOCCUPIED CYCLE:
THE DDC SYSTEM SHALL MONITOR THE SPACE TEMPERATURES OF THE ROOM.
THE STAND ALONE COOLING UNIT LOCATED WITHIN THE ROOM SHALL OPERATE THROUGH IT'S
INTERNAL CONTROLS.
POINT NAME TYPE ALARM
NOTE 2
GRAPHIC
NOTE 1 NOTE 3
TREND NOTES
SPT - ZONE SPACE TEMP AI 60/85 5 MIN 4
NOTES: 1) NOT ALL VIRTUAL POINTS ARE SHOWN. PROVIDE ALL POINTS REQUIRED FOR SOFTWARE OPERATION.
2) AV (ANALOG VIRTUAL) & BV (BINARY VIRTUAL)
3) POINT SHALL BE DISPLAYED ON THE NOTED SYSTEM GRAPHIC
4) LOCKOUT ALARM WHEN UNIT IS DE-ENERGIZED. PROVIDE 15-MINUTE STARTUP DELAY PRIOR TO ENABLING ALARM.
---
NOTE 5
5) OI (ON INDICATION), TREND SHALL NOTE TIME OF BINARY POINT CHANGE
SEQUENCE OF OPERATION:
SETPOINTS:
HEATING SETPOINT: 60 DEG. F (ADJ.)
OCCUPIED/UNOCCUPIED CYCLE:
ON SENSING A NEED FOR HEAT THE FAN AND ELECTRIC COIL SHALL
ENERGIZE AND RUN AS REQUIRED TO SATISFY THE SPACE HEATING SET
POINT.
T
RETURN
AIR
SEQUENCE OF OPERATION:
GENERAL:
OUTSIDE AIR AND RETURN AIR DAMPERS ARE PROVIDED AND FIELD INSTALLED BY THE MECHANICAL CONTRACTOR.
DAMPER ACTUATOR BY THE CONTROLS CONTRACTOR.
THE SPACE TEMPERATURE SENSOR SHALL BE PROVIDED WITH AN OCCUPANT ADJUSTABLE WARMER/COOLER SLIDER AND
OCCUPANT OVERRIDE BUTTON. THE SLIDER SHALL ALLOW FOR TEMPERATURE CONTROL OF +/- 2 DEG. F (ADJ.).
ALARMS SHALL BE AS NOTED WITHIN THE SEQUENCE OF OPERATION.
SETPOINTS:
COOLING SETPOINT: 75 DEG. F (ADJ.)
UNOCCUPIED COOLING SETPOINT: 85 DEG. F (ADJ.)
HEATING SETPOINT: 70 DEG. F (ADJ.)
UNOCCUPIED HEATING SETPOINT: 55 DEG. F (ADJ.)
UNIT/LIFE SAFETY:
THE OUTSIDE AIR AND RELIEF DAMPERS SHALL CLOSE AND THE RETURN AIR DAMPERS SHALL OPEN WHENEVER THE
SUPPLY FAN STOPS UNDER ANY CONDITION.
UNIT START / STOP CONTROL:
IF EQUIPPED AN OCCUPANT OVERRIDE SWITCH WILL CYCLE THE UNIT INTO THE OCCUPIED MODE.
OCCUPIED CYCLE:
THE SUPPLY FAN SHALL START AND SHALL RUN CONTINUOUSLY. THE OUTSIDE AIR DAMPER SHALL OPEN TO ITS MINIMUM
POSITION.
THE RELIEF DAMPERS SHALL MODULATE TO MAINTAIN A POSITIVE SPACE PRESSURE OF 0.05 IN.W.C. (ADJ.) RELATIVE TO
THE OUTSIDE AMBIENT CONDITIONS.
THE SPACE COOLING SET POINT TEMPERATURE SHALL BE MAINTAINED BY MODULATING THE STAGES OF DX COOLING.
BEFORE HEATING IS INITIATED, THE CONTROLS SHALL ENTER A NO LOAD BAND. THE SPACE HEATING SET POINT
TEMPERATURE SHALL BE MAINTAINED BY THE SCR TYPE ELECTRIC HEATING COIL.
THE DISCHARGE AIR TEMPERATURE SHALL BE LIMITED TO A MINIMUM OF 45 DEG. F (ADJ.) AND A MAXIMUM OF 95 DEG. F
(ADJ.).
UNOCCUPIED CYCLE:
THE SUPPLY FAN SHALL BE OFF. THE OUTSIDE AIR AND RELIEF DAMPERS SHALL CLOSE, AND THE RETURN DAMPER SHALL
BE OPEN. THE HEATING SHALL BE DISABLED EXCEPT WHEN THE OUTSIDE AIR IS BELOW 35 DEG. F AS DESCRIBED ABOVE.
THE COOLING SHALL BE LOCKED OUT. THE SYSTEM SHALL CYCLE THE FAN AND MODULATE THE HEATING TO MAINTAIN THE
UNOCCUPIED SPACE HEATING SET POINT.
D
F
SS
E
C
DX
C
S
E
C
UNIT CONTRLS
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:41:05 PM
M401
MECHANICAL CONTROLS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:41:05 PM
M103
MECHANICAL PLAN LEVEL 3
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1THIRD SCALE: 3/32" LEVEL = 1'-0" MECHANICAL PLAN
FLAG NOTES (THIS SHEET)
106 LOCATION FOR FUTURE EXHAUST DUCT.
107 PROVIDE 12/12 GOOSENECK ON ROOF FOR EXHAUST/RELIEF WITH
DAMPER. TYPICAL.
1 GMP/PERMIT SET 13 MAY 2016
NORTH
300
10"ø
A
400
4-60
C
400
4-60
C
24/14
300
10"ø
A
300
10"ø
A
400
4-60
C
400
4-60
C
24/14
24x24
D
24x24
D
24x24
D
24x24
D
10/10
10/10
UH-1
UH-2 UH-3
100
102
103
104
800
700
105
701
703
702
EF-1
STORAGE ROOM
5
MECH. ROOM
7
SERVER
ROOM
ELEC.
ROOM
ELEV.
RETAIL/OFFICE
FLEX SPACE
20/14
20/14
20/14
SL-1
SL-2
SL-3
EF-2
SL-4
SL-5
SL-4
SL-5
701
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:41:00 PM
M101
MECHANICAL PLAN LEVEL 1
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1FIRST SCALE: 3/32" LEVEL = 1'-0" MECHANICAL PLAN
FLAG NOTES (THIS SHEET)
100 30X12 INTAKE LOUVER WITH 12" PLENUM. ROUTE 10X10 OUTSIDE AIR
DUCT TO MIXING BOX. WRAP DUCT WITH 2" INSULATION. TYPICAL.
102 LINEAR SLOT DIFFUSER WITH PLENUM BOX. REFER TO SCHEDULE FOR
MORE INFORMATION. TYPICAL.
103 ROUND DUCT TAKE OFF. SEE DETAIL. TYPICAL.
104 LOUVER FACED DIFFUSER. REFER TO SCHEDULE FOR MORE
INFORMATION. TYPICAL.
105 PERFORATED RETURN GRILLE. REFER TO SCHEDULE FOR MORE
INFORMATION. TYPICAL.
700 FC-# HORIZONTAL FAN COIL WITH MIXING BOX. REFER TO SCHEDULE FOR
MORE INFORMATION. TYPICAL.
701 CONDENSING UNIT MOUNTED ON GARAGE WALL TIGHT TO UNDERSIDE OF
STRUCTURE. ROUTE REFRIGERANT LINES FROM CONDENSING UNIT TO
FAN COIL. REFER TO SCHEDULE FOR MORE INFORMATION. TYPICAL.
702 UNIT HEATER. MOUNT TIGHT TO UNDERSIDE OF STRUCTURE. REFER TO
SCHEDULE FOR MORE INFORMATION. TYPICAL.
703 FCU-# DUCTLESS FAN COIL UNIT MOUNTED ABOVE THE DOOR. REFER TO
SCHEDULE FORE MORE INFORMATION. TYPICAL.
800 24/7 PROGRAMMABLE THERMOSTAT. MOUNT 60" AFF. TYPICAL.
1 GMP/PERMIT SET 13 MAY 2016
NORTH
FIRE DEPARTMENT CONNECTION-WALL TYPE
NEW FIRE SPRINKLER
O.S. & Y VALVE
FIRE PROTECTION
F.A.
F
FS
PIPE GUIDE
FLOW SWITCH
FIRE ALARM
FIRE PIPE
PIPE EXPANSION JOINT
PIPE ANCHOR
PIPE UNION
PIPE CAP
CHILLED WATER RETURN
HEATING WATER RETURN
HEATING WATER SUPPLY
CHILLED WATER SUPPLY
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
HIGH PRESSURE COND. RETURN
DUAL TEMPERATURE RETURN
LOW PRESSURE COND. RETURN
SHUT OFF VALVE IN RISER
DRAIN VALVE W/ HOSE END
CONDENSATE PUMP DISCHARGE
PLUG OR BALANCING SHUT-OFF VALVE IN RISER
DUAL TEMPERATURE SUPPLY
FLOW CONTROL VALVE W/ CHECK
STRAINER W/ BLOW-OFF VALVE & HOSE END
N.O. VALVE W/ LOCKING COVER
SAFETY OR RELIEF VALVE
PRESSURE REDUCING VALVE
PRESSURE - TEMP. TAP
TEMPERATURE CONTROL VALVE, 3-WAY
TEMPERATURE CONTROL VALVE, 2-WAY
PRESSURE GAUGE W/ PIG TAIL & COCK
VACUUM BREAKER
THERMOMETER
MANUAL AIR VENT
VALVES & SPECIALTIES
RL
CHECK VALVE
REFRIGERANT LIQUID
SHUT-OFF VALVE
GLOBE VALVE
FLOW INDICATOR
FOR
FOS
RS
FOV
LPS
CP
LPR
D
CHR
HPR
HPS
CS
CR
CHS
LOW PRESSURE STEAM
FUEL OIL SUPPLY
FUEL OIL VENT
FUEL OIL RETURN
REFRIGERANT SUCTION
HIGH PRESSURE STEAM
DRAIN PIPE
HWS
CWS
CWR
HWR
PIPING
2-WAY VALVES
2 POSITION 3-WAY &
2-WAY VALVES
MODULATING 3-WAY &
LOW TEMPERATURE
DUCT SMOKE DETECTOR
DAMPER ACTUATOR
TEMPERATURE CONTROL
END SWITCH
EMERGENCY PULL SWITCH
REFRIGERENT DETECTOR
FLOW SWITCH
DETECTION THERMOSTAT
EMER
ES
FS
SSWITCH
DA
GAUGE
LT
2P
M
2P
M
OUTPUT SYMBOL
BINARY INPUT OR
XXX
XXX
OUTPUT SYMBOL
ANALOG INPUT OR
CURRENT TRANSFORMER
DIFFERENTIAL PRESSURE
XXX
XXX
DP
CT
HI LOW
SENSOR
MAIN AIR
CONTROL AIR PIPING
CONTROL WIRING
BUTTERFLY
BUTTERFLY
2-WAY
VALVE
BFV
VALVE
3-WAY
STARTER
MOTOR
BFV
COIL
FILTER
FAN
M
PUMP
FLOW
SENSOR/CONTROLLER
DUCT AVERAGING TEMPERATURE
ROOM THERMOSTAT/TEMP SENSOR
WATER TEMPERATURE SENSOR
SENSOR/CONTROLLED
WATER DIFFERENTIAL PRESSURE
CARBON DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
SNOW/ICE SENSOR
HUMIDISTAT/HUMIDITY SENSOR
BUILDING STATIC
PRESSURE SENSOR
PRESSURE SENSOR
DUCT STATIC
BSD
T
HI
LO
WITH WELL
LO
DSP
PS
LU
HI
HI
LO
T
T
SENSOR
H
REMOTE BULB
DAMPER (T.C.)
(SYMBOLS LOCATED IN TC SCHEMATICS)
WORK STATION
OPERATORS TERMINAL
CPU COMPUTER UNIT
MONITOR
MOD MODEM
PRINTER
LAP TOP
HAND HELD
CALIBRATED BALANCING SHUT-OFF VALVE.
PREMANUFACTURED PIPE EXPANSION LOOP. REQUIRED
EXPANSION COMPENSATION LISTED. PROVIDE GUIDES &
ANCHORS AS RECOMMENDED BY MANUFACTURER.
PRESSURE INDEPENDENT 2-WAY CONTROL VALVE
PRESSURE INDEPENDENT AUTOMATIC BALANCING VALVE
PROJECT LOCATION: FORT COLLINS, COLORADO
PROJECT ALTITUDE: 5,000 FEET ABOVE SEA LEVEL
SUMMER DESIGN TEMPERATURE: 90.1°F DRY BULB, 60.9°F WET BULB (ASHRAE 0.4% DESIGN)
WINTER DESIGN TEMPERATURE: -2.6°F DRY BULB, 0%RH (ASHRAE 99.6%)
SUMMER ROOM DESIGN TEMP: 75°F DRY BULB - NO HUMIDITY REQUIREMENT
WINTER ROOM DESIGN TEMP: 70°F DRY BULB - NO HUMIDITY REQUIREMENT
SUMMER ROOM SETBACK TEMP: 90°F DRY BULB - NO HUMIDITY REQUIREMENT (ASHRAE 90.1)
WINTER ROOM SETBACK TEMP: 55°F DRY BULB - NO HUMIDITY REQUIREMENT (ASHRAE 90.1)
AUTOMATIC AIR VENT
RD REFRIGERANT DISCHARGE
1. INFORMATION ON THE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING DRAWINGS
AND FIELD OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS CONDITIONS WOULD
ALLOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, PRIOR TO
BID, AND BECOME FAMILIAR WITH THE EXTENT OF THE WORK REQUIRED. NO EXTRAS
WILL BE ALLOWED FOR ALTERATIONS OF A FORESEEABLE NATURE REQUIRED TO
ACHIEVE THE END RESULT AS INDICATED BY CONTRACT DOCUMENTS.
2. CONTRACTOR IS TO PROVIDE COMPLETE CONNECTIONS TO ALL EQUIPMENT.
3. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING, COORDINATE ANY
EQUIPMENT DOWNTIME, AND COORDINATE GENERAL WORK SCHEDULE WITH THE
PROPERTY MANAGER.
4. CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING BID, AND VERIFY DIMENSIONS
AND EXISTING CONDITIONS RELATED TO THE WORK.
5. ALL CUTTING, PATCHING AND CORE DRILLING FOR THE INSTALLATION OF NEW
EQUIPMENT, DUCTS, HANGERS, ETC. SHALL BE HELD TO A MINIMUM AND BE
ACCOMPLISHED IN A CAREFUL MANNER.
6. CONTRACTOR TO COORDINATE THE LOCATION OF ALL DUCTWORK, CEILING DEVICES,
GRILLES, REGISTERS AND DIFFUSERS WITH REFLECTED CEILING PLAN AND STRUCTURE
PRIOR TO BEGINNING WORK.
7. DUCT DIMENSIONS GIVEN ARE OUTSIDE SHEET METAL DIMENSIONS.
8. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE
EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR
DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED
EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY
WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND
INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE
OWNER.
9. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY
PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR
PROCEDURES REQUIRED TO PERFORM HIS WORK.
10. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE CODES,
LOCAL CODES AND OWNER'S STANDARDS INDICATED BY THE CONSTRUCTION
DOCUMENTS.
11. ALL EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE SEALED WATERPROOF.
12. ALL MECHANICAL WORK UNDER THIS CONTRACT IS TO FIVE (5) FEET OUTSIDE THE
BUILDING.
13. XX-## REFERS TO EQUIPMENT DESIGNATION. SEE SPECIFICATIONS AND EQUIPMENT
SCHEDULES FOR FURTHER INFORMATION IN REFERENCE TO THAT DESIGNATED PIECE OF
EQUIPMENT.
DOMESTIC HOT WATER ( TEMP. SHOWN )
STORM DRAIN/ BUILDING STORM SEWER PIPE
(1) SHEET NO. WHERE SHOWN.
SECTION CUT: (A) SECTION I.D.
POINT OF PIPE CONNECTION NEW TO EXISTING
POINT OF DUCT OR PIPE CONNECTION NEW TO EXISTING
U.C. 1" UNDERCUT DOOR, 1".
MISCELLANEOUS
A
1
CONTROLS (IN PLAN)
DIFFERENTIAL AIR PRESSURE SENSOR
PRESSURE DIFFERENTIAL SENSOR
LOW LIMIT THERMOSTAT
TEMPERATURE CONTROL (T.C.) DAMPER
SMOKE DETECTOR (DUCT)
FLOW METER
SWITCH
PRESSURE SWITCH
HUMIDISTAT/SENSOR
NIGHT THERMOSTAT
THERMOSTAT/TEMP SENSOR
STARTER
FLEXIBLE DUCT
HORIZONTAL CLEANOUT
HVAC DUCTWORK
24/12
BACKDRAFT DAMPER
FLEXIBLE CONNECTION
SUPPLY AIR DUCT DOWN
OA, RA OR EXH DUCT DOWN
UP
VERTICAL CLEANOUT
COMBINATION FIRE / SMOKE DAMPER
OPPOSED BLADE DAMPER ( O.B.D. )
TURNING VANES SHOWN IN 90° ELBOW.
SMOKE DAMPER
FS
FIRE DAMPER
S
T
PLUMBING
NP
V
SAN
CHV
GW
CHW
CA
SO
OST
ST
NG
TEMPERED WATER
NON-POTABLE WATER
OVERFLOW STORM DRAIN PIPE
CHEMICAL VENT PIPE
SANITARY WASTE PIPE
GREASE WASTE PIPE
CHEMICAL WASTE PIPE
PLUMBING VENT PIPE
COMPRESSED AIR PIPE
SAND/OIL WASTE
NATURAL GAS
DOMESTIC HOT WATER CIRCULATING
DOMESTIC COLD WATER
DOMESTIC HOT WATER
180
D - DOUBLE WALL CONSTRUCTION
UL - UNLINED DUCTWORK
V - OVAL DUCTWORK
DUCT SIZES ARE OUTSIDE SHEET METAL DIMENSIONS. 1st
NO. IS SIZE OF SURFACE SHOWN. 2nd NO. IS DUCT DEPTH.
LETTERS AFTER DIM. CORRESPOND TO FOLLOWING:
ø - ROUND DUCTWORK
SUPPLY DIFFUSER. ALL DIFFUSERS FOUR-WAY THROW
UNLESS NOTED OR THROWS SHOW IN PLAN. SEE
SCHEDULE FOR TYPE.
RETURN/TRANSFER/EXHAUST AIR TAG. SEE SCHEDULE
FOR TYPE.
SECTION THRU OUTSIDE AIR INTAKE OR
SUPPLY AIR DUCT
SECTION THRU RETURN AIR OR
EXHAUST DUCT
CHANGE OF ELEVATION UP (UP) DOWN (DN) IN
DIRECTION OF AIR FLOW
RETURN AIR GRILLE W/SOUND BOOT
SHADING INDICATES OPEN END
REFERENCE DESIGNATION FOR PLUMBING ISOMETRIC
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
ALT ALTITUDE
BHP BRAKE HORSEPOWER
BTU BRITISH THERMAL UNIT
C COMMON PORT
CFM CUBIC FEET PER MINUTE
SCFM CFM, STANDARD CONDITIONS
CU FT CUBIC FEET
CU IN CUBIC INCH
Cv COEFFICIENT, VALVE FLOW
dB DECIBEL
DB DRY BULB
DCW DOMESTIC COLD WATER
DEG OR ° DEGREE
DHW DOMESTIC HOT WATER
DIA DIAMETER
DN DOWN
(E) EXISTING
EAT ENTERING AIR TEMP.
EFF EFFICIENCY
ELEV ELEVATION
ESP EXTERNAL STATIC PRESSURE
EWT ENTERING WATER TEMP.
EXH EXHAUST
F FAHRENHEIT
FLA FULL LOAD AMPS
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FOOT, FEET, FEET WATER COLUMN
FU FIXTURE UNITS
GA GAUGE
GAL GALLONS
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
HD HEAD
HG MERCURY
HGT HEIGHT
HORZ HORIZONTAL
HP HORSEPOWER
HR HOUR(S)
HWC HOT WATER CIRCULATING (DOMESTIC)
HZ HERTZ
ID INSIDE DIAMETER
IE INVERT ELEVATION
IJS IN JOIST SPACE
IN INCHES
IN W.C. INCHES IN INCHES WATER COLUMN
KW KILOWATT
KWH KILOWATT HOUR
LAT LEAVING AIR TEMPERATURE
LBS OR # POUNDS
LF LINEAR FEET
LRA LOCKED ROTOR AMPS
LWT LEAVING WATER TEMPERATURE
MAX MAXIMUM
MBH BTU PER HOUR (THOUSAND)
MCA MINIMUM CIRCUIT AMPS
MIN MINIMUM
N/A NOT APPLICABLE
N.C. NORMALLY CLOSED
N.O. NORMALLY OPEN
NC NOISE CRITERIA
NIC NOT IN CONTRACT
NO OR # NUMBER
NTS NOT TO SCALE
OA OUTSIDE AIR
OD OUTSIDE DIAMETER
% PERCENT
PH OR ∅ PHASE (ELECTRICAL)
PPM PARTS PER MILLION
PRESS PRESSURE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSIA PSI ABSOLUTE
PSIG PSI GAUGE
RA RETURN AIR
RECIRC RECIRCULATE
RH RELATIVE HUMIDITY
RLA RUNNING LOAD AMPS
RPM REVOLUTIONS PER MINUTE
SA SUPPLY AIR
SENS SENSIBLE
SL SEA LEVEL
SP STATIC PRESSURE
SPEC SPECIFICATION
SQ SQUARE
STD STANDARD
TD TEMPERATURE DIFFERENCE
TEMP TEMPERATURE
THRU THROUGH
TJO THROUGH JOIST OPENINGS
TONS TONS OF REFRIGERATION
TSP TOTAL STATIC PRESSURE
TSTAT THERMOSTAT
TYP TYPICAL
V VOLT
VAV VARIABLE AIR VOLUME
VEL VELOCITY
VERT VERTICAL
VOL VOLUME
W WATT
WB WET-BULB
WPD WATER PRESSURE DROP
WT WEIGHT
W/SETPOINT ADJUSTMENT
W/TEMP INDICATION
W/TEMP AND ADJUSTMENT
W/STAINLESS STEEL COVER
SUBSCRIPTS:
W/LOCKING GUARD
NIGHT
S -
A -
I -
AI -
G -
N -
VFD VARIABLE FREQUENCY DRIVE
AIR FLOW MEASURING
FLOW
STATION
PLUG VALVE.
BALL VALVE
TEMP SENSOR W/STAINLESS STEEL COVER
TEMP SENSOR W/SETPOINT ADJUSTMENT
TEMP SENSOR W/TEMP INDICATION
TEMP SENSOR W/SET POINT ADJUSTMENT
AND TEMP INDICATION
THERMOSTAT/TEMP SENSOR WITH LOCKING GUARD
CARBON DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
NITROGEN DIOXIDE SENSOR
NITROGEN DIOXIDE SENSOR
SIZE
CFM
X
CONSULTING ENGINEERS, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
5/12/2016 1:40:56 PM
M000
MECHANICAL COVER SHEET
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP/PERMIT SET 13 MAY 2016
2"
EQ EQ EQ EQ
2"
16"x16" CONC.
PILASTER
4
4 2 1.6
1.3
1.3
1
1
3.7
3.7 3
A A
B
C
D
E
F F
G
A.3
5
F.6
A.4
NOTES:
1. ALL SHEARWALLS FORCES INDICATED ARE STRENGTH LEVEL SEISMIC SHEARS, 'EQ' (KIPS) AND STRENGTH LEVEL WIND SHEARS, 'WL' (KIPS)
APPLIED TO THE SHEARWALL BY THE FLOOR DIAPHRAGM AT THE LEVEL INDICATED. BOTH STORY SHEARS (NOTED V) AND CUMULATIVE SHEARS
(NOTED ∑V ) ARE INDICATED. OVER-TURNING MOMENTS (KIP-FT) ARE FOR REFERENCE ONLY AND ONLY PROVIDE INFORMATION ON MAXIMUM
MOMENT LOCATION. SHEARWALLS SHALL BE DESIGNED FOR THE MAXIMUM SHEAR AND MOMENT TO OCCUR ANYWHERE ALONG THE HEIGHT OF
THE WALL.
2. ALL SHEARWALL FORCES ARE CALCULATED IN ACCORDANCE WITH THE 2012 IBC. REFER TO THE 2012 IBC (SECTION 1605.2) FOR REQUIRED LOAD
COMBINATIONS.
3. SIGNS OF SHEARWALL FORCES INDICATE RELATIVE DIRECTIONS ONLY. SHEARWALLS SHALL BE DESIGNED FOR FORCES IN BOTH DIRECTIONS.
4. COMPATIBILITY OF WALLS AT CORNERS WAS NOT CONSIDERED IN THE CALCULATION OF THE ABOVE FORCES.
5. THE FORCES GIVEN ABOVE DO NOT INCLUDE GRAVITY DEAD OR LIVE LOADS. THE PRECAST MANUFACTURER MUST INCORPORATE GRAVITY DEAD
AND LIVE LOADS IN THE DESIGN OF THE WALLS.
6. IF VERTICAL PANEL JOINTS NOT SHOWN IN THE SHEARWALL ELEVATIONS ARE REQUIRED FOR SHIPPING OR ERECTION PURPOSE. THE PRECAST
MANUFACTURER SHALL DESIGN THE JOINT SO THAT PANELS ACT AS ONE CONTINUOUS WALL.
7. ALL 9" THICK PRECAST LITEWALLS SHALL BE DESIGNED FOR THE SPECIFIED FORCES AND MOMENTS. SEE THIS SHEET FOR LITEWALL ELEVATIONS.
8. ALL LOADS PROVIDED ARE FOR 1.0E OR 1.0W (STRENGTH LEVEL FORCES).
9. DESIGN ALL DIAPHRAGM TO SHEAR WALL / LITE WALL CONNECTIONS FOR A CAPACITY OF 3.82 KLF (STRENGTH LEVEL)
PRECAST SHEARWALL DESIGN FORCE SCHEDULE
WALL 'A'
V ∑V ∑M V ∑V ∑M
--
--
374
864
1823
4056
35
81
71
158
71
158
35
81
36
77
--
--
--
--
32
96
154
488
3
9
6
19
6
19
3
9
3
10
--
--
LEVEL
LEVEL 2
LEVEL 3
LEVEL 1
(BASE)
WL
EQ
WL
WL
EQ
EQ
LATERAL FORCE (KIPS) & OVER TURNING MOMENT (KIP-FT)
WALL 'B'
Level 3
125' - 8"
Level 2
115' - 0"
Level 1
100' - 0"
B C D E F
103' - 6"
T.O.W.
98' - 8"
B.O.W.
1'-5 1/2"5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-0" 10'-0" 6'-2 1/2"
4" 8"
8'-6" 10'-0" 20'-0" 10'-0" 10'-0"
106' - 5" 105' - 5"
104' - 5"
102' - 5" 101' - 5"
100' - 5"
T.O.W. T.O.W.
T.O.W.
T.O.W. T.O.W.
T.O.W.
6'-0"
96' - 0"
B.O.W.
TYP. P/C LITE
WALL DIMS.
2'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 2'-0"
160'-0"
40'-0" 40'-0" 40'-0" 40'-0"
PV SUPPORT FRAME
POST LOC'S
5'-0" 15 SP. @ 10'-0" = 150'-0" 5'-0"
9
S-202
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:49 PM
S-411
RAMP WALL ELEVATIONS
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-101 S-411 3/32" = 1'-0"
2 RAMP WALL (LITE WALL) ELEVATION AT GRID 3
S-103 S-411 1/2" = 1'-0"
3 PHOTO VOLTAIC SUPPORT FRAME
S-411 S-411 1" = 20'-0"
4 SHEAR WALL PLAN
3/32" = 1'-0"
RAMP WALL (LITE WALL) ELEVATION AT GRID 2
2
S-203
S-203
3
S-203
3 O.H.
10
S-202
102' - 6"
102' - 5"
STEP T.O. WALL
STEP T.O. WALL
STEP T.O.
WALL
103' - 6"
T.O. WALL
1'-0"
1'-0"
9 1/2"
7 1/2"
101' - 10"
T.O.
PILASTER
2
S-203
10
S-202
10
S-202
10
S-202
101' - 0"
5'-4" 4"
4'-6" 10"
5
S-203
99' - 0"
97' - 6"
B.O. WALL
B.O. WALL
HSS4x4x3/8
T.O. STEEL =
100' 9 1/2"
107' 1"
115' 1"
120' 7"
127' 6"
139' 5"
CONNEC TO PRECAST
PER 12/S-302 DESIGN
PER ELEV. MNF.
REQUIRED LOADS
2'-1 5/8"
4 3.7
F
G
C8x13.7
HSS8x6x3/8
C8x13.7
C8x13.7
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
C8x13.7
HSS8x6x3/8
T.O. STEEL
2
S-310
HSS8x6x3/8
HSS8x2x1/4
HSS8x6x1/2
HSS8x6x1/2
110' - 10 1/2"
18'-4"
4'-7 1/8" 4'-3 1/2" 4'-3 1/2" 4'-3 1/2" 4'-3 1/2" 4'-4 1/2" 4'-3" 4'-5 3/4" 11'-5 1/4"
2'-9 5/8" 4'-6 7/8" 3'-8 7/8" 6'-5 5/8" 9"
W8X10
W10x22
W8X10
W10x22
114' - 5"
5
S-302
S-310
3
1
S-310
6
S-302
10
S-302
4'-10 1/4"
HSS14x6x3/8 HSS14x6x3/8
HSS8x6x1/4
HSS14x6x3/8
HSS14x6x3/8
114' - 5 1/2"
110' - 10 1/2"
HIGH
LOW
HIGH
LOW
HIGH
LOW
114' - 0"
T.O. STEEL
HIGH
T.O. STEEL
LOW
T.O.
STEEL
HIGH
LOW
11
S-302
12
S-302
11'-9 7/8"
PROVIDE 1/4"
BENT PL AT
EDGE OF SLAB
3" CONC.
ON 2"
COMPOSIT
E DECK
CONNECTION TO P/C/ PER
10/S-302
HSS8X6X1/4 LANDING
T.O.S. = 107' 8 1/2"
4 3.7
F
G
HSS14x6x3/8 HSS14x6x3/8
W8X10
W10x22
W10x22
5
S-302
S-310
3
1
S-310
6
S-302
10
S-302
11
S-302
12
S-302
39'-0"
2'-8 5/8" 9'-3 7/8" 9'-5 1/8"
7'-4 1/2" 10'-2 1/2" 9"
18'-4"
125' - 1"
125' - 1"
T.O. STEEL
T.O.
STEEL
3" CONC.
ON 2"
COMPOSIT
E DECK
125' - 1 1/2"
HSS14x6x3/8
HSS8X6X1/4 LANDING
T.O.S. = 119' 3 3/8"
4 3.7
F
G
3N 18 GA.
ROOF DECK
136' - 0 3/8"
136' - 3"
HSS10x6x3/8
W10x22
W10x22
W10x22
W10x22
HSS10x6x3/8
HSS10x6x3/8
1.5B 18 GA.
ROOF DECK
8
S-302
8
S-302
7
S-302
S-310
3
11
S-302
39'-0"
3'-1 5/8"
7'-4 1/2"
18'-4"
1.3 1
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
C8x11.5
C8x13.7
C8x13.7
C8x13.7
111' - 8"
T.O. STEEL
HSS8x6x1/4
2
S-310
A.4
HSS8x2x1/4
W8X10
HSS14x6x3/8
11
S-302
SIM.
S-310
3
1
S-310
HSS14x6x3/8
HSS8x6x1/4
HIGH
LOW
HIGH
LOW
114' - 5 1/2"
111' - 8"
T.O. STEEL
HIGH
T.O. STEEL
114' - 5" LOW
T.O.
STEEL
3" CONC. ON 2"
COMPOSITE
DECK
6
S-302
SIM.
10
S-302
114' - 0"
7 1/4" 16'-3" 7'-8 1/4"
3'-10"
11 7/8"
3'-7 3/8"
HSS14x6x3/8
HSS8X6X1/4 LANDING
T.O.S. = 108' 4 1/8"
SIM.
3'-3 7/8" 3'-3 7/8" 3'-3 7/8" 3'-3 7/8" 3'-3 7/8" 3'-3 7/8" 4'-7 1/4"
1.3 1
104' - 2"
102' - 6 1/2"
16'-3" 4'-1 1/2"
3'-1"
A.4
103' - 3 1/2"
2
S-203
1'-11"
5 1/4"
3'-4"
7
S-202
2
S-203
T.O. WALL
T.O. WALL
8
S-202
8
S-202
STEP T.O.
WALL
2'-3" 7'-11" 9'-9 1/2"
9'-8 1/2" 1'-2 7/8"
1.3 1
A.4
HSS14x6x3/8
W8X10
HSS14x6x3/8
11
S-302
SIM.
S-310
3
1
S-310
125' - 1"
3" CONC. ON 2"
COMPOSITE
DECK
6
S-302
SIM.
10
S-302 HSS14x6x3/8
HSS8X6X1/4 LANDING
T.O.S. = 118' 9"
SIM.
16'-3"
3'-1"
11 7/8"
125' - 1 1/2"
T.O.
STEEL
124' - 8"
T.O.
STEEL
1.3 1
A.4
HSS10x6x3/8
HSS10x6x3/8
HSS10x6x3/8
8
S-302
3N 20 GA ROOF
DECK
S-310
3
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:45 PM
S-401
STAIR TOWER PLANS
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-101 S-401 1/4" = 1'-0"
1 STAIR 1 LEVEL 1 FRAMING PLAN
S-102 S-401 1/4" = 1'-0"
2 STAIR 1 LEVEL 2 FRAMING PLAN
S-103 S-401 1/4" = 1'-0"
3 STAIR 1 LEVEL 3 FRAMING PLAN
S-103.5 S-401 1/4" = 1'-0"
4 STAIR 1 ROOF FRAMING PLAN
S-102 S-401 1/4" = 1'-0"
5 STAIR 2 LEVEL 2 FRAMING PLAN
S-101 S-401 1/4" = 1'-0"
6 STAIR 2 LEVEL 1 FRAMING PLAN
S-103 S-401 1/4" = 1'-0"
7 STAIR 2 LEVEL 3 FRAMING PLAN
S-103.5 S-401 1/4" = 1'-0"
8 STAIR 2 ROOF FRAMING PLAN
PL TO HSS
3/16
L4 TO PL 3
SIDES
3/16
HSS TO L2 3
SIDES
3/16
L2 TO COL
HSS TO HSS
HSS TO HSS
3/16
L4 TO HSS
2"2" 6" 2"2"
1 1/2"
3"
1 1/2"
L7X4X3/8 LLH
3/16 1 - 12
L7 TO HSS HSS TO COL
1/4
HSS TO HSS
PL 3/8"X6"X0'-8 1/4"
EA. SIDE OF HSS
3/16
PL TO HSS
3 SIDES
3/16
PL TO C12
B.O. LEDGE
RE: ARCH
T.O. C12
RE: ARCH
C12X20.7 RE: ARCH
HSS5X5X3/8 ALIGH TO
BOTTOM OF BRICK LEDGE
.
PL 3/4"X6"X1'-2" W/ (4)
3/4"Ø THREDED RODS
WELDED TO EMBED PL
EMBED PL 3/4"X6"X1'-2" W/ (4) 3/4"Ø
HAS CENTERED ON A 3" GAGE W/
6" MIN EMBEDMENT
BENT PL
1/2"X11"X4" LLH
3/16 1 - 12
LTO HSS
B.O. LEDGE
RE: ARCH
HSS6X6X3/8 ALIGH TO
BOTTOM OF BRICK LEDGE
6" x 16 GA. STUDS
@ 16" O.C. ATTACH TO STEEL
W/ SIMPSON RCKW5.5
L3X3X5/16X CONT.
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:44 PM
S-310
FRAMING DETAILS
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-401 S-310 3/4" = 1'-0"
1 SECTION AT STORE FRONT
S-401 S-310 3/4" = 1'-0"
2 SECTION AT CANOPY
S-401 S-310 3/4" = 1'-0"
3 BEAM TO COLUMN CONNECTION
S-102 S-310 3/8" = 1'-0"
4 SECTION AT ENTRY CANOPY
S-102 S-310 3/4" = 1'-0"
5 STEEL FRAME AT STORE FRONT
3" WASH
3 1/2"
4 1/2"
3" TOPPING
1'-6"
6"
PRECAST
SPANDREL
~ RE: ARCH. FOR
PROFILE AND
REVEALS
PANEL HEIGHT (MIN.)
6'-8" SPANDREL
TOOLED JOINT
~ RE: DTL. B, STD.
JOINT SEALANT DETAILS
W.W.F.
~ TYP.
9" 1'-1" 1'-4"
CHORD REINF.
~ RE: PLAN OR DETAILS
~ RE: ARCH.
DRAFT
6" DAP
BARS
REFERENCE
ELEVATION
~ SEE PLANS
4'-2"
ROOF DECK
1 1/2" 20 GA.
T.O. SLAB
RE: PLAN
RETAIL SPACE BELOW
CONNECTION PER
8/S-302
6" x 16 GA. STUDS
@ 16" O.C. ATTACH TO
STEEL W/ SIMPSON
RCKW5.5
1'-0" 2"
2'-0" 3" TOPPING
1'-8"
STAIR
OPNG.
STAIR & HANDRAIL,
RE: ARCH.
2'-6"
1'-0"
DAP TEES
CMU WALL RE: ARCH FOR
LOCATION SEE GENERAL
NOTES FOR REQUIRMENTS
STAIR
LANDING
2" DECK 3"
CMU WALL RE: ARCH FOR
LOCATION SEE GENERAL
NOTES FOR REQUIRMENTS
1'-2"
1'-0" 1'-6" 3" TOPPING
1'-8"
EMBED PL BY P/C MFR. @ 24" O.C. MAX
DESIGN FOR 2.5 KIP FACTORED VERTICAL
REACTION
CONCRETE SLAB ON METAL DECK
~RE: PLAN
L3X3X3/8XCONT.
PRECAST SPANDREL PANEL
SPANDREL CONNECTION
AT PRECAST SHEAR
WALL BY P/C MFR.
PRECAST SHEAR WALL
RE: PLAN
JOINT
3/4"
1" JOINT
PRECAST WALL
5" 5"
CORBEL BELOW
~ RE: 8/S3.02-P
T.O. STEEL
RE: PLAN
T.O. PRECAST
RE: PLAN
P/C WALL OR SPANDREL
METAL DECK ~ RE: PLAN
RE: GENERAL NOTES FOR
CONN. DESIGN REQUIREMENTS
STEEL BEAM ~ RE: PLAN
EMBED PLATE
BY P/C MFR.
T.O. STEEL
RE: PLAN
T.O. PRECAST
RE: ARCH
P/C WALL OR SPANDREL
METAL DECK ~ RE: PLAN
FOR SIZE AND DIRECTION
L4x4x3/8xCONT.
EMBED PLATE BY PRECAST
MFR. AT 24" O.C. MAX. ~ DESIGN FOR
1 KIP FACTORED VERTICAL REACTION AND
1 KIP FACTORED HORIZONTAL REACTION
1/4 3"
WELD PER
PLAN NOTES
2"
CONC. SLAB-ON-GRADE
~ RE: PLAN
(2) L3x3x1/4x0'-6" W/
(4) 1/2"Ø KWIK BOLT TZ
W/ 3 1/4" EMBEDMENT,
W/ 9" GAGE
ELEVATOR DIVIDER
BEAM ~ RE: PLAN
3/16
TYP.
1 1/2"
3"
1 1/2"
T.O. SLAB
RE: PLAN
1"
RE: 10/S1.05-P
ELEVATOR PIT WALL
~ RE: 10/S1.05-P
NOTE: DOWELS
NOT SHOWN
FOR CLARITY
1'-0" 2"
1'-0" 1'-6" 3" TOPPING
1'-8"
STAIR
LANDING
EMBED PL BY P/C MFR. DESIGN FOR 12KIP
FACTORED VERTICAL REACTION AND 12 KIP
FACTORED HORIZONTAL REACTION
RE: GENERAL NOTES FOR CONNECTION
DESIGN
EMBED PL BY P/C MFR. DESIGN FOR 7KIP
FACTORED VERTICAL REACTION,8 KIP
FACTORED HORIZONTAL REACTION AND
4KIP FACTORED TENSION REACTION
EQ EQ
1" MIN.
HSS TO
EMBED
1/4
HSS TO
EMBED 3
SIDES
1" MIN.
PC COLUMN
EMBED PL BY P/C MFR. DESIGN FOR 5KIP
FACTORED VERTICAL REACTION,5 KIP
FACTORED HORIZONTAL REACTION AND
5KIP FACTORED TENSION REACTION
1" MIN.
HSS TO
EMBED
1/4
HSS TO
EMBED 3
SIDES
PC WALL
1" MIN.
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:43 PM
S-302
PRECAST GARAGE DETAILS
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-102 S-302 1 1/2" = 1'-0"
1 DOUBLE TEE CONN. DETAILS
S-102 S-302 3/4" = 1'-0"
3 SECTION AT SLAB DEPRESSION
S-102 S-302 3/4" = 1'-0"
2 TYPICAL SPANDREL SECTION AT RETAIL
S-401 S-302 3/4" = 1'-0"
5 SECTION AT STAIR OPENING
S-103 S-302 3/4" = 1'-0"
6 SECTION AT STAIR LANDING
S-302 3/4" = 1'-0"
4 PLAN - P/C SPANDREL AND WALL AT P/C SHEAR WALL
S-302 3/4" = 1'-0"
7 STEEL BEAM @ P/C WALL OR SPANDREL
S-401 S-302 3/4" = 1'-0"
8 ROOF DECK @ P/C WALL
S-302 1 1/2" = 1'-0"
9 ELEVATOR DIVIDER BEAM AT CONC. SLAB-ON-GRADE
S-401 S-302 3/4" = 1'-0"
10 SECTION AT STAIR LANDING
S-401 S-302 3/4" = 1'-0"
11 STEEL CONNECTION AT P/C COLUMN
S-401 S-302 3/4" = 1'-0"
12 SECTION AT STAIR LANDING
W.W.F.
~ TYP.
RE: ARCH
3'-0"
1" CLR.
10" 1'-4"
BARS
CHORD REINF.
~ RE: PLAN OR
DETAILS
DRAFT ~ RE: ARCH.
TOOLED JOINT
~ DTL. B, STD. JOINT
SEALANT DTLS.
COL. CORBEL (FULL WIDTH
OF COL.)
CONNECTION BY P/C MFR.
S-301
6
TYP.
REFERENCE
ELEVATION
~ SEE PLANS
3'-6"
3" TOPPING 3" MIN.
1'-0" 2'-0" TEE
T.O. SLAB
RE: PLAN
FORMED DRIP
PRECAST SPANDREL
~ RE: ARCH. FOR
PROFILE AND REVEALS
HEIGHT (MIN.)
7'-0" SPANDREL
TOOLED JOINT
~ RE: DTL. B, STD.
JOINT SEALANT DETAILS
W.W.F.
~ TYP.
RE: ARCH
3'-0"
RE: PLAN
1'-4"
CHORD REINF. ~ RE:
PLAN OR DETAILS
DRAFT ~ RE: ARCH.
CONNECTION
BY P/C MFR.
P/T TEE
BARS
REFERENCE ELEVATION
~ SEE PLANS
1" GAP P/C COLUMN
P/C SPANDREL
PANEL
1/4
1/2" RET. T & B
(MAX.)
3/8" x 6" x 0'-6 EMBED
PLATE BY P/C MANUF.
L4x4x3/8 x 0'-4 LONG
NOTE: P/C MANUF. MAY PROPOSE
ALTERNATIVE CONN. DETAIL FOR
APPROVAL. CONNECTION MUST
ACCOMMODATE THERMAL
MOVEMENT OF SPANDREL.
NOTE: PAINT ALL PLATES &
ANGLES W/ ZING-RICH PAINT
AFTER WELDING.
PROVIDE SEALANT IN
GAP BETWEEN BACK OF
SPANDREL AND
COLUMN
3'-0" 7" 7"
DAP TEES ~ TYP.
CONN. TEES TO IT
BEAM ON ALTERNATE
TEE STEMS
TOOLED JOINT W/
SEALANT
~ RE: DTL. A,
STANDARD JOINT
SEALANT DTLS.
#4 x 6'-0 @
12"O.C.
W.W.F.
PRECAST
INVERTED-T BEAM
BEARING PAD
P/C TEE
T.O. SLAB
RE: PLAN
1" WASH
3" TOPPING
1'-6"
PAD
BRG.
1'-0"
2'-0"
CORBEL FULL
WIDTH OF COLUMN
P/C COLUMN
RE: PLAN RE: PLAN
REQUIRED
AS
3/8" BEARING PAD
2'-0" TEE
= 4" OVER IT BEAMS
3" TOPPING PLUS 1" WASH
TOOLED JOINT W/
SEALANT ~ RE:
DETAIL A OF STD. JT.
SEALANT DETAILS.
COLUMN TO
DIAPHRAGM
CONNECTION BY
P/C MFR.
P/C IT BEAM
P/C TEE
STRUCTURAL FRAMING COMPONENTS:
PRECAST CONCRETE DOUBLE TEE
PRECAST CONCRETE INVERTED TEE BEAM
PRECAST CONCRETE COLUMN
PRECAST CONCRETE SPANDREL PANEL
3" UNIFORM THICKNESS CONCRETE TOPPING
TOPPING SLOPED TO FORM
"WASH"
TOOLED JOINT WITH SEALANT AT JOINTS BETWEEN
DOUBLE TEES AND SPANDREL AND WALL PANELS
TOOLED JOINT WITH SEALANT AROUND BASE OF ALL
COLUMNS
SEAL GAPS BETWEEN COLUMNS AND SPANDREL
PANELS WITH SEALANT (SIDES AND TOP)
JOINT SEALANT NOTES:
BASE OR VALLEY IN "WASH" - NO TOOLED JOINT
OR SEALANT HERE
TOOLED JOINT WITH SEALANT OVER ALL JOINTS
BETWEEN PRECAST DOUBLE TEES. CONTINUE
JOINT THROUGH "WASH" AND OVER INVERTED
TEE BEAM
TOOLED JOINTS WITH SEALANT OVER JOINTS
BETWEEN DOUBLE TEES AND BEAM FRAMING
1
2
3
4
5
6
7
8
9
10
11
12
6
5
10
7
7
9
6
8
7
1
3
3
10
3
6
2
4" 4"
PARKING DECK SIDE
RE: ARCHITECTURAL DRAWINGS FOR
SLAB EDGE CONDITION AT OPENINGS
BETWEEN P/C LIGHT WALLS
ERECTION
CONNECTION
BY P/C MFR.
TOOLED JOINT
BOTH SIDES OF
WALL ~ RE: DETAIL B
OF STANDARD JT.
SEALANT DETAILS.
WALL PANEL
CONNECTION
BY P/C MFR.
P/C TEE
1/4" THICK BEARING
PAD ~ TYP.
P/C WALL PANEL
RE: SCHEDULE OF WALL
FORCES FOR P/C WALL
LATERAL LOADS
RAMP SIDE
T.O. SLAB
RE: PLAN
DIAPHRAGM CHORD REINF.
~ RE: PLAN OR DTLS.
LATERAL LOAD CONN.
BY P/C MANUF.
(FIRE-PROOFED)
WELD-ON CORBEL
BEARING PAD
2'-0"
3" TOPPING
3" WASH
6 5/16"
3/4" DP. JT.
2" TEE FLANGE 3" TOPPING (MIN.)
1/2"
DRAIN DIA.
1/2" JT. AROUND DRAIN
1/4" RECESS
FOR DRAIN AS REQ'D
CORE DRILL OR
BLOCKOUT TEE FLANGE
PROVIDE 1-#4 x 4'-0"
BAR EA. SIDE OF DRAIN
NOTE: LOCATE AREA DRAINS AT
LOW POINTS SHOWN ON PLANS
PROVIDE BACKER ROD
AND JOINT SEALANT
AROUND DRAIN
2" FLANGE 3" TOPPING
CLOSE JOINT W/ WIRE
MESH TO PREVENT
CONC. LEAKAGE
SEE DETAILS FOR DT JOINT
CONN. BY P/C MANUF.
SMOOTH TROWEL
FINISH FOR 1 1/2"
EACH SIDE OF JOINT
W.W.F. AT CL OF
TOPPING (CONT.
THROUGH JOINT)
JOINT BETWEEN TEES SHOWN,
JOINTS OVER IT BEAMS SIMILAR
TEES
3/4" CLR. BETWEEN
SEE SPECS. FOR JOINT SEALER
FINISHING REQUIREMENTS.
3/4" WIDE JT.
1 1/8"
JOINT SEALANT - PREPARE JT.
W/ PRIMER PER MANUF.
RECOMMENDATIONS.
BACKER ROD BOND
BREAKER AT BOTTOM
OF JOINT
1/4" RADIUS
(EACH SIDE OF JOINT)
VEE-SHAPED JOINT
@ "WASH"
3" MIN.
THICKER
PRECAST FRAMING
JOINT SEALANT - PREPARE
JT. W/ PRIMER PER MANUF.
RECOMMENDATIONS.
1/4" RADIUS
3/4"
WALL PANEL 1/2" JT.
~ SPANDREL
OR COLUMN
JOINT WIDTH VARIES
BACKER ROD BOND
BREAKER AT BOT.
OF JOINT
CLOSE JOINT TO
PREVENT CONC.
LEAKAGE
DETAIL A DETAIL B
RB
LB
IT
12RB24 20LB40-16
26IT20-12
5ST18
ST
DT
10DT24
DEPTH
WIDTH
NOMINAL
DEPTH OF
SECTION (IN.)
SINGLE TEE
WIDTH OF
SECTION (FT.)
NOMINAL
DEPTH OF
SECTION (IN.)
DOUBLE TEE
WIDTH OF
SECTION (FT.)
DEPTH OF
SECTION (IN.)
INVERTED TEE
SHAPE BEAM
WIDTH OF
SECTION (IN.)
DEPTH OF
LEDGE (IN)
DEPTH OF
SECTION (IN.)
L-SHAPE BEAM
WIDTH OF
SECTION (IN.)
DEPTH OF
LEDGE (IN.)
DEPTH OF
SECTION (IN.)
RECTANGULAR
SHAPE BEAM
WIDTH OF
SECTION (IN.)
DEPTH
WIDTH WIDTH
DEPTH
LEDGE
WIDTH
DEPTH
LEDGE
.
WIDTH
DEPTH
TEES 2" AT OTHERS
4 3/4" AT PRETOPPED
5' - 0"
PRECAST NOMENCLATURE
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:43 PM
S-301
PRECAST GARAGE DETAILS
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-102 S-301 3/4" = 1'-0"
3 TYPICAL SPANDREL SECTION
S-102 S-301 3/4" = 1'-0"
5 TYPICAL SPANDREL AT COLUMN SECTION
S-102 S-301 3/4" = 1'-0"
4 TYPICAL SPANDREL SECTION
S-301 S-301 3" = 1'-0"
6 SPANDREL/COLUMN CONN. DETAIL
S-102 S-301 3/4" = 1'-0"
7 SECTION AT IT BEAM
S-102 S-301 3/4" = 1'-0"
9 TYPICAL COLUMN DETAIL
S-301 1/4" = 1'-0"
2 JOINT SEALANT ISOMETRIC DETAIL
S-102 S-301 3/4" = 1'-0"
8 SECTION AT RAMP WALL
S-301 3" = 1'-0"
10 TYPICAL AREA DRAIN DETAIL
S-102 S-301 3" = 1'-0"
11 STANDARD JOINT SEALANT DETAILS
S-301 3/4" = 1'-0"
1 PRECAST NOMENCLATURE
REINFORCING
T.O. WALL
RE: PLAN
T.O. SLAB
RE: PLAN
T.O. WALL
RE: PLAN
B.O. WALL
T.O. PIER
RE: PLAN
CONT. VOID
RE: PLAN
T.O. SLAB
RE: PLAN
#5xCONT.
#4x @ 18" O.C.
SLAB-ON-GRADE ~ RE: PLAN
2'-0"
2'-0"
RE: PLAN
#5 HORIZ. @ 12" O.C.
#4 TIES. @ 6" O.C.
(3) #8 T&B
#4 TIES @ 5" O.C.
(2) #9 T&B
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:42 PM
S-203
FOUNDATION DETAILS
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-401 S-203 3/4" = 1'-0"
1 TYPICAL STAIR ON GRADE DETAIL
S-401 S-203 3/4" = 1'-0"
2 GRADE BEAM SECTION AT STAIR CORE
S-401 S-203 1 1/2" = 1'-0"
3 COLUMN BASE AT STAIR TOWER
S-101 S-203 3/4" = 1'-0"
4 SECTION AT RETAIL STEM WALL
S-401 S-203 3/4" = 1'-0"
5 GRADE BEAM SECTION AT STAIR CORE
RE: PLAN
RE: PLAN
#4x4'-0" LONG @ 18" O.C.
#4x @ 18" O.C.
SLAB-ON-GRADE ~ RE: PLAN
2'-0"
2'-0"
SITE PAVING
~ RE: CIVIL
RE: 11/S-201
FOR REINF.
4" CONT. VOID
RE: PLAN
3"
#5x CONT.
T.O. SLAB
RE: PLAN
T.O. PIER
RE: PLAN
DRILLED PIER ~ RE: PLAN
& SCHEDULE FOR PIER
SIZE & REINF.
3'-0"
(4)-#5 CONT. EACH FACE
SLAB-ON-GRADE
~ RE: PLAN
3/8" EXPANSION JOINT MAT'L
P/C SHEAR WALL
OR LITE WALL
DOWELS PER 5/S-202 AT
EXTENDED 2'-2" MIN. INTO TIE
BEAM, TERMINATE WITH
STANDARD HOOKS
(7)-#8 CONT.
TOP & BOT.
4'-0"
#5 TIES AT 6" O.C. ENSURE
FIRST TIE IS WITHIN 3" OF FACE OF
PIER
5
S-202
T.O. TIE BEAM
RE: PLAN
SLAB-ON-GRADE
~ RE: PLAN
#5 HORIZ. @ 18" O.C.
EACH FACE
#5 VERT. @ 12" O.C.
T.O. SLAB
RE: PLAN
T.O. PIER
RE: PLAN
3/8" EXPANSION
JOINT MATERIAL
SHORE WALL PRIOR TO
BACKFILLING AND LEAVE
IN PLACE UNTIL RAMP
SLAB IS IN PLACE
DRILLED PIER ~
RE: PLAN AND PIER
SCHEDULE FOR PIER
SIZE AND REINFORCING
POUR DOWN
WALL AT PIERS
3- #8 TOP
AND BOTTOM
DRILLED PIER
DOWELS ~ RE: 11/S-201
#5 VERT.@ 16" O.C.
RE: PLAN
x CONT.
4" VOID
T.O. WALL
RE: PLAN
P/C SHEAR WALL
OR LITE WALL
T.O. SLAB
RE: PLAN
T.O. PIER
RE: PLAN
DRILLED PIER ~ RE: PLAN
& SCHEDULE FOR PIER
SIZE & REINF.
#5 HORIZ. @ 12" O.C.
#5 VERT. @ 12" O.C.
#5x @ 12" O.C.
4'-8"
#6 @ 12" O .C. EA. WAY
T&B HOOK ENDS
T.O. WALL
RE: PLAN
SLAB-ON-GRADE
~ RE: PLAN
3/8" EXPANSION
JOINT MATERIAL, TYP.
RE: ARCH
T.O. MATT
RE: PLAN
T.O. SLAB
RE: PLAN
#5 @ 12" O .C. SIDE
REINFORCING
DRILLED PIER BELOW
~RE: PLAN
TIE BEAM. REINFORCING
NOT SHOWN FOR
CLARITY.
~RE: PLAN
(6) #9x6'-8" DOWELS WITH STANDARD HOOK.
IF DOWELS ARE WET-STABBED INTO PIER,
VIBRATE TOP OF OF PIER AFTER DOWELS
ARE PLACED. POSITION DOWELS SIMILAR
TO WHAT IS SHOWN, ENSURE THE
STANDARD HOOKS WILL BE INSIDE THE TIE
BEAM ABOVE
4" 8"
1'-0"
RE: PLANS
TEE SPACING
2'-0" 3" TOPPING
SEAL GAP AGAINST
CONC. LEAKAGE
WALL REINF. ~
RE: DETAILS
#5 x 6'-0" @ 12" O.C.
SLOPE ~
RE: PLANS
5" S.O.G.
#5 CONT.
#4 x @ 12" O.C.
2'-6
#6 @ 12" O.C.
#6 @ 3" O.C. BASE TO 3'-0"
#6 @ 9" O.C. 3'-0" TO 6'-0"
#6 @ 12" REMAINDER
EXPANSION JOINT
MATERIAL
SLAB ON GRADE
~RE: PLAN
T.O. SLAB
RE: PLAN
(4) #6 DOWELS INTO EA. PIER
BRACE WALL UNTIL SLAB
CONCRETE IS FULLY CURED
T.O. DRILLED PIER
RE: PLAN
T.O. SLAB
RE: PLAN
T.O. PIER CAP
RE: PLAN
T.O. SLAB
RE: PLAN
STEM WALL BEYOND
P/C COLUMN
PIER CAP RE:
SCHEDULE SHEET S-101
CONC. PILASTER REINFORCE W/ (4)
#8 VERT. AND #4 TIES @ 12" O.C. (3)
ADDITIONAL TIES AT TOP
DOWELS TO MATCH COL. REINF.
T.O. WALL
RE: PLAN
6
S-202
3" 3" 3" 3"
#5 x
@ 9" O.C.
#6 x @ 6" O.C.
EACH WAY
CONCRETE
PIER CAP
T.O. PIER CAP
RE: PLAN
T.O. SLAB
RE: PLAN
PIER CAP RE:
SCHEDULE SHEET S-101
RE: 11/S-202 FOR
REINFORCING
CONC. PILASTER REINFORCE W/ (4)
#8 VERT. DOWELS HOOKED INTO
PIER CAP AND #4 TIES @ 12" O.C.
SITE PAVING
~ RE: CIVIL
T.O. PILASTER
RE: PLAN
P/C SPANDREL
NOTCH SPANDREL
OVER CAP
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:41 PM
S-202
FOUNDATION DETAILS
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-101 S-202 3/4" = 1'-0"
1 PILASTER DETAIL @ RETAIL
S-101 S-202 1/2" = 1'-0"
2 SECTION AT ELECTRICAL ROOM
S-202 3/4" = 1'-0"
4 GRADE BEAM/FOUNDATION WALL STEP DETAIL
S-202 S-202 3/4" = 1'-0"
6 CONCRETE GRADE BEAM @ CONCRETE PILASTER
S-101 S-202 3/4" = 1'-0"
7 SECTION AT ENTRY
S-101 S-202 3/4" = 1'-0"
8 P/C SHEAR WALL/LITE WALL @ CONC. TIE BEAM
S-411 S-202 3/4" = 1'-0"
9 SECTION AT RAMP FOUNDATION WALL
S-401 S-202 3/4" = 1'-0"
10 ELEVATOR PIT AT TIE BEAM
S-202 S-202 3/4" = 1'-0"
5 DRILLED PIER AT TIE BEAM
S-101 S-202 3/4" = 1'-0"
3 RAMP S.O.G. / P/C DECK TRANSITION DETAIL
S-101 S-202 3/4" = 1'-0"
11 PILASTER AT RETAIL
S-101 S-202 3/4" = 1'-0"
12 PILASTER AT ENTRY
3"
THREE ADD'L
TIES AT TOP OF
DRILLED PIERS
1'-6"
TYP.
1'-6"
1'-6"
TYP.
3"
1'-6"
TYP.
2"
RE: SCHED. FOR
REINF. REQUIRED
DO NOT SPLICE VERTICAL
REINF. WITHIN THE TOP 30 FEET
OF PIER LENGTH. SPACE TIES AT
12" O.C. FOR LENGTH OF LAP
SPLICE. RE: SCHEDULE FOR
CLASS B LAP SPLICE LENGTH
C1
D2
B1
A1
30"
36"
LATERAL
LATERAL
10 FT.
10 FT.
12 FT.
10 FT.
D1 36" 12 FT.
(6) #5
(6) #6
(6) #6
(6) #7
(6) #9
(10) #12
#4 @ 9" O.C.
#4 @ 9" O.C.
#4 @ 10" O.C.
#4 @ 12" O.C.
#4 @ 14" O.C.
#4 @ 18" O.C.
TYPICAL DEPRESSED SLAB OR SLAB STEP
SUBBASE AND
SUBGRADE
RE: TYPICAL S.O.G
JOINT DETAIL
VAPOR BARRIER (IF REQ'D.)
~RE: SPECIFICATIONS AND
ARCH. DRAWINGS. PROTECT
BARRIER FROM PUNCTURE
TYPICAL THICKENED SLAB
TYPICAL UNDER NON LOAD BEARING MASONRY WALLS
NOT ON GRADE BEAM
1-#5 CONT. EACH
SIDE OF WALL
VAPOR BARRIER (IF REQ'D.)
~RE: SPECIFICATIONS AND
ARCH. DRAWINGS. PROTECT
BARRIER FROM PUNCTURE
SLAB REINF.
RE: PLAN
VERTICAL REINF.
PER GENERAL
NOTES OR DTLS.,
# 5 AT 48" O.C. (MIN)
1' - 0" 6"
'T' 'H'
# 5
AT 12" O.C.
3'-0
SLAB RIENF.
RE: PLAN
NOTE: PROVIDE
CONTROL JOINT
IN CONCRETE 5'-0
FROM SLAB STEP
WHEN 'H' IS 4"
OR GREATER.
# 5 CONT.
NOTE: PROVIDE SLAB STEP REINF. BARS ONLY
AT LOCATIONS WHERE 'H' IS 4" OR GREATER
MASONRY WALL
('T'=THICKNESS)
4" 'T' 4"
9" MIN.
# 5 DOWELS x
SPACING TO MATCH
VERT. REINF.
2'-6
6"
TYPICAL SLAB CONTROL JOINT
SEE PLANS AND SPECIFICATIONS FOR
LOCATIONS OF CONTROL JOINTS
1/8"
T/4
SUBBASE
~ RE: PLAN
NOTES AND SPECIFICTIONS
PREPARED SUBGRADE
OR UNDISTURBED SOIL.
SEE BUILDING PAD
OVER-EXCAVATION
DETAIL
VAPOR BARRIER (IF REQ'D.)
~RE: SPECIFICATIONS AND
ARCH. DRAWINGS. PROTECT
BARRIER FROM PUNCTURE
SLAB REINF.,
CONT. THROUGH
JOINT
CONTROL JOINT ~
RE: SPECIFICATIONS FOR
CONSTRUCTION OF JOINT
SLAB THICKNESS
'T' RE: PLAN
TYPICAL SLAB CONSTRUCTION JOINT
LOCATE UNDER PARTITION WHEN POSSIBLE
SEE SPECS. FOR POUR LIMITATIONS
SUBBASE
~ RE: SPECS.
1" x2" CONT. KEY,
~RE: SPECS
VAPOR BARRIER (IF REQ'D.)
~RE: SPECIFICATIONS AND
ARCH. DRAWINGS. PROTECT
BARRIER FROM PUNCTURE
STOP SLAB
REINF. AT JOINT
FILL WITH JOINT
SEALANT
'T'
APPLY BOND BREAKER
FULL LENGTH AND
DEPTH OF THE JOINT
EXTERIOR INTERIOR
GRID
1/2" EXPANSION
JOINT MATERIAL
VARIES
LENGTH
6" MIN. ~ TYP.
SLAB CONSTRUCTION
OR CONTROL JOINTS
~ RE: 3/S-301
CONCRETE CAST
SEPARATELY FROM
SLAB-ON-GRADE
CORNER
GRID
GRID
GRID
CONCRETE COLUMN
5" SLAB
3/8" EXP. JT. MATERIAL
DRILLED PIER
SPANDREL SUPPORT,
RE: PLAN
EXTERIOR
OF BUILDING
INTERIOR
OF BUILDING
3'-0" (MIN.)
RE: PLAN
SLAB THICKNESS,
DETAILS AND NOTES
LAYER OF GRANULAR AND
SUBBASE MAT'L. RE: S.O.G.
PER GEOTECHNICAL REPORT AND SPECIFICATIONS
EXCAVATION AND BACKFILL
BELOW LAYER OF SUBBASE
UNDISTURBED, NATURAL SOILS,
INSPECTED AND APPROVED BY
BASE OF EXCAVATION GEOTECHNICAL ENGINEER
LAY BACK EXCAVATION PER
OSHA REQUIREMENTS
RE: SPECIFICATIONS
IMPORTED, STRUCTURAL
FILL OR RECONDITIONED
ON-SITE SOILS,
RE: SPECIFICATIONS FOR
MATERIAL REQUIREMENTS
9" 1'-1"
RE: ARCH
4" VOID
P/C SPANDRAL
3/8" EXP. JT. MATERIAL
TO PIER
1'-5 1/2"
DRILLED PIER SPANDREL SUPPORT,
RE: PLAN
P/C COL.
~RE: PLAN
ANCHOR BOLTS BY P/C MFR.
~PLACED BY CONTRACTOR
3/8" EXP. JT.
MATERIAL
RE: PLAN RE: PLAN
RE: PLAN
T.O. SLAB
RE: PLAN
GROUT
2"
T.O. DRILLED PIER
RE: PLAN
GROUT
CONNECTION
POCKETS SOLID
DRILLED PIER
~RE: PLAN AND
SCHEDULE FOR
SIZE AND REINF.
9"
1" JT.
1'-0"
2'-2" 1'-8"
1'-0" RE: ARCH
VOID
4"
DRILLED PIER
P/C SPANDREL P/C COLUMN
NOTCH SPANDREL
OVER CAP
PIER CAP RE: SCHEDULE SHEET S-101
RE: 11/S-202 FOR REINFORCING
4" VOID
T.O. PIER CAP
RE: PLAN
T.O. SLAB/CURB
RE: PLAN
T.O. DRILLED PIER
RE: PLAN
3/8" EXP.
JT. MAT.
6" x 16 GA. STUDS
@ 16" O.C.
SITE PAVING OR
SIDEWALK
BRICK
VENEER
RE: ARCH.
RE: PLAN RE: PLAN RE: PLAN
1 OR 7
POUR GRADE BEAM
DOWN TO TOP OF PIER
DRILLED PIER,
RE: PLAN
T.O. LEDGE
RE: PLAN
T.O. SLAB/CURB
RE: PLAN
B.O. GRADE BEAM
RE: PLAN
T.O. DRILLED PIER
RE: PLAN
(2) #9 T&B
#4 TIES @ 5" O.C.
NO SLAB AT SIM.
#4x @ 12" O.C.
1'-7"
1'-7"
#5x CONT.
#5 SKIN REINF.
@ 12" O.C.
(4) #6 DOWELS
6"x16 GA. STUDS @
16" O.C.
STOREFRONT
RE: ARCH.
SITE CONC.
RE: PLAN RE: PALN RE: PLAN
SEE DTL. 11/S-201 FOR
ADDL. INFO.
BRICK
VENEER
RE: ARCH.
T.O. LEDGE
RE: PLAN
T.O. SLAB/CURB
RE: PLAN
B.O. GRADE BEAM
RE: PLAN
T.O. DRILLED PIER
RE: PLAN
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:40 PM
S-201
FOUNDATION DETAILS
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-201 3/4" = 1'-0"
5 DRILLED PIER DETAIL
S-201 3/4" = 1'-0"
2 TYPICAL SLAB ON GRADE DETAILS
S-201 3/4" = 1'-0"
3 TYPICAL SLAB ON GRADE JOINT DETAILS
S-201 3/4" = 1'-0"
4 TYPICAL SLAB-ON-GRADE BLOCKOUTS AT COLUMNS
S-201 3/4" = 1'-0"
6 BUILDING PAD OVEREXCAVATION DETAIL
S-101 S-201 3/4" = 1'-0"
9 TYPICAL P/C SPANDREL DETAIL
S-101 S-201 3/4" = 1'-0"
8 P/C COLUMN TO DRILLED PIER DETAIL
S-101 S-201 3/4" = 1'-0"
10 PIER CAP & COLUMN DETAIL
S-101 S-201 3/4" = 1'-0"
11 FOUNDATION DETAIL @ RETAIL
S-101 S-201 3/4" = 1'-0"
12 FOUNDATION DETAIL @ RETAIL
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8 HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS4x4x3/8
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2 HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
HSS6x6x1/2
W10x22
HSS10x6x3/8
HSS10x6x3/8
135' - 2" T.O.S.
TYP.
1
S-411
A.4
S-401
4
S-401
8
1'-0"
HSS10x6x3/8
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:39 PM
S-103.5
LEVEL 3.5 FRAMING PLAN
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-103.5 3/32" = 1'-0"
1 Level 3.5 FRAMING PLAN
= 40'-0"
4 SPCS. @ 10'-0"
1" GAP
3
S-301
1'-1" 9"
1'-10"
16'-7" 8'-0" 7'-9" 7'-9"
3
S-301
6
S-302
7
S-301
7
S-301
3
S-301
4
S-301
5
S-301
4
S-301
3
S-301
5
S-301
8"
8"
POUR STRIP
1'-0"
18'-0" 8"
6'-0" HIGH
P/C SPANDREL
1'-10"
13'-6 1/2" 25'-5 1/2"
1'-1" 9"
16 TEES @ 10'-0" O.C. = 160'-0" 7'-1 1/2" 7'-1 1/2" 9'-7" 8'-1" 8'-1" 1" GAP
8'-3 1/2" 8'-3 1/2" 8'-0" 7'-9" 7'-9"
OPEN TO
BELOW
10'-0 1/8" 9'-11 7/8" 10'-0" 10'-0" 10'-0 1/8"
0"
10'-9" 9'-9" 9'-9" 9'-9" 1" GAP
4" 4"
4'-0" 6'-0" 4'-0" 6'-0" 2'-0"
4" 4"
2'-1"
9" 1'-1"
1'-1" 9"
9"
9"
9" 1'-1"
1'-10"
1'-6"
2'-6" 5'-0" 6" TEE STEMS
3
S-411
DT24 TEES (TYP.)
20LB30-12
26IT34-12
26IT34-12
26IT34-12
11
S-301
11
S-301
1
S-302
TYP TYP
TYP
16" x 16" CIP
PILASTER TYP. 32
PLACES
1'-10" 39'-0" 40'-0" 40'-0" 40'-0" 40'-0" 39'-0" 1'-10"
241'-8"
HSS14x6x3/8
HSS14x6x3/8
W10x22
HSS14x6x3/8
HSS14x6x3/8
HSS14x6x3/8
1
S-411
26IT34-12
A.4
S-401
3
S-401
7
HSS6x6x3/8 HSS6x6x3/8
HSS6x4x1/4
120' - 11 1/2"
T.O.S.
TYP.
8
S-301
8
S-301
1.5B 20 GA.
ROOF DECK
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
NOTES:
1. TOP OF SLAB ELEVATION NOTED THUS: ON PLAN (BELOW CONCRETE WASH).
SLOPE FLOOR FRAMING UNIFORMILY BETWEEN POINTS OF UNEQUAL ELEVATION.
2. FLOOR FRAMING SHALL BE NORMAL WEIGHT CONCRETE TOPPING OVER 24" DEEP PRECAST
DOUBLE TEES. TOPPING THICKNESS SHALL BE A UNIFORM 3" FOLLOWING TEE CAMER. SEE
DETAILS FOR ADDITIONAL CONCRETE TOPPING REQUIRED AT WASHES AT EDGES OF SLAB
AND OVER INVERTED TEE BEAMS. REINFORCE TOPPING WITH 6x6 - W2.9xW2.9 WELDED WIRE
FABRIC.
3. SEE SHEET S-102 FOR ADDITIONAL PLAN NOTES.
DESIGN LOADS:
DEAD 1. 3" UNIFORM THICK. CONCRETE TOPPING. 38.0 PSF
LOADS: 2. 24" DEEP BY 10'-0" WIDE NW DOUBLE TEES. 50.0 PSF
3. MISCELLANEOUS (SPRINKLERS, LIGHTS): 5.0 PSF
TOTAL: 93.0 PSF
LIVE 1. PARKING LIVE LOAD: 40.0 PSF (RED.)
LOADS: 2. SNOW LOAD: 30.0 PSF (NR)
XXX'-X"
DRIFTING SNOW LOAD SCHEDULE
A
EXTERIOR 37.1 PSF
SPANDREL
B
27.9 PSF
WALL
PANEL
6'-3"
C
28.8 PSF
WALL
PANEL
D 57.0 PSF
EXTERIOR
SPANDREL
12'-10"
E
EXTERIOR 41.6 PSF
SPANDREL
16'-7"
6'-6"
1. DRIFT LOADS SHOWN ABOVE DO NOT INCLUDE THE BALANCED SNOW LOAD.
ADD 30.0 PSF UNIFORM SNOW LOAD TO DRIFT LOADS.
NOTES:
11'-4"
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:36 PM
S-103
LEVEL 3 FRAMING PLAN
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-411 S-103 3/32" = 1'-0"
1 Level 3 FRAMING PLAN
19'-2"
8'-10" 1'-11"
26IT34-12
4" 4"
6'-0" 4'-0" 6'-0" 4'-0 7/8"
RAMP DOWN
RAMP UP
4" 4"
9" 1'-1"
16'-7" 8'-0" 7'-9" 7'-9" 16 TEES @ 10'-0" O.C. = 160'-0" 7'-1 1/2" 7'-1 1/2" 9'-7" 8'-1" 8'-1"
16 TEES @ 10'-0" O.C.
= 160'-0" TO TOP OF RAMP
26IT34-12
1'-1"
8"
9" 1'-1"
1'-10"
1'-10" 18'-4"
4'-2" 18'-4"
3
S-302
3
S-301
3
S-301
3
S-301
3
S-301
3
S-301
7
S-301
5
S-301
7
S-301
5
S-301
5
S-301
5
S-301
7
S-301
7
S-301
4
S-301
4
S-301
4
S-301
4
S-301
8
S-301
8
S-301
8
S-301
2
S-302
10'-0" 10'-0" 10'-0" 10'-0"
4"
10'-5" 9'-9" 9'-9" 9'-9"
1" GAP
1" GAP
2
S-411
DEPRESS SLAB
SLAB FOR
W.P. MEMBRANE
& TOPPING SLAB
26IT34-12 / 14 26IT34-12 / 14 26IT34-12 / 14
2'-8 5/8" 18'-10" 9'-5"
DT24 TEES DT18 TEES DT24 TEES
26IT34-12
26IT34-12
DT18 TEES
DT24 TEES DT18 TEES DT24 TEES
DT18 TEES
20LB30-12
9
S-301
9
S-301
11
S-301
11
S-301
1
S-302
TYP TYP
TYP
1'-10" 39'-0" 40'-0" 40'-0" 40'-0" 40'-0" 39'-0" 1'-10"
241'-8"
HSS14x6x3/8
HSS14x6x3/8
W10x22
HSS14x6x3/8
W8X10
HSS14x6x3/8
1
S-411
S-401
5
S-401
2
S-102
5
A.4
9'-9"
26IT30-12 / 14 26IT30-12 / 14
26IT30-12 / 14
7'-0 5/8"
14'-2 1/8"
HSS8x6x3/8 HSS8x6x3/8 HSS8x6x3/8
112' - 0 3/8"
T.O. STEEL
5
S-310
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x6x3/8 HSS6x6x3/8 HSS6x6x3/8
115' - 4"
113' - 2"
113' - 2"
115' - 4"
113' - 2"
113' - 2"
115' - 4"
113' - 2"
113' - 2"
115' - 4"
T.O.
STEEL
T.O.
STEEL
T.O.
STEEL
T.O.
STEEL
T.O.
STEEL
T.O.
STEEL
T.O.
STEEL
T.O.
STEEL
T.O.
STEEL
T.O.
STEEL
2
S-302
5
S-310
3
S-302
10'-2 7/8" 4'-8 3/4" 5'-3" 4'-8 3/4" 5'-3" 10'-8 3/4"
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
115' - 0"
T.O. STEEL
TYP. HSS
KICKER
PRECAST (DOUBLE TEE) GARAGE FLOOR FRAMING PLAN NOTES
NOTES:
1. TOP OF SLAB ELEVATION NOTED THUS: ON PLAN. (BELOW CONCRETE WASH.
SLOPE FLOOR FRAMING UNIFORMLY BETWEEN POINTS OF UNEQUAL ELEVATION.
2. FLOOR FRAMING SHALL BE NORMAL WEIGHT CONCRETE TOPPING OVER PRECAST
DOUBLE TEES. SEE PLAN FOR DEPTH OF DOUBLE TEE FRAMING. TOPPING THICKNESS
SHALL BE A UNIFORM 3" FOLLOWING TEE CAMBER. SEE DETAILS FOR ADDITIOANL
CONCRETE TOPPING REQUIRED AT WASHES AT EDGES OF SLAB AND OVER INVERTED
TEE BEAMS. REINFORCED TOPPING WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
3. PRECAST COLUMNS SHALL BE 24".
4. PROVIDE 2-#6 CONTINUOUS REINFORCING AROUND PERIMETER OF FLOOR IN CAST-IN-PLACE
TOPPING.
5. SEE SHEETS SX.X AND SX.X FOR SHEARWALL DESIGN FORCES, PLANS AND ELEVATIONS.
6. PROVIDE EMBED PLATES TO SUPPORT STAIR FRAMING AS REQUIRED. SEE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL INFORMATION.
7. INDICATES 4" THICK (MIN.) NORMAL WEIGHT CONCRETE PAD UNDER MECHANICAL
EQUIPMENT. REINFORCE PAD WITH #4 BARS AT 12" O.C.EACH WAY AT CENTER OF PAD
THICKNESS.
8. DESIGN WEIGHT, SIZE AND LOCATION OF MECHANICAL EQUIPMENT IS SHOWN ON PLAN.
CONTRACTOR SHALL VERIFY PURCHASED EQUIPMENT AGAINST IS SHOWN AND IMMEDIATELY
REPORT ANY DIFFERENCES TO THE ARCHITECT AND STRUCTURAL ENGINEER.
XXX'-X"
DESIGN LOADS:
DEAD 1. 3" UNIFORM THICKN. CONCRETE TOPPING: 38.0 PSF
LOADS: 2. 24" DEEP BY 10'-0" WIDE NW DOUBLE TEES: 50.0 PSF
3. MISCELANEOUS (SPRINKLERS, LIGHTS): 5.0 PSF
TOTAL: 93.0 PSF
LIVE 1. PARKING LIVE LOAD: 40.0 PSF (RED)
LOADS:
HSS12x6x1/2
C8x13.7
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
HSS8x2x1/4
C8x13.7
C8x13.7
1'-4 1/4" 1'-3 7/8"
HSS18x6x5/8 HIGH
LOW
112' - 6"
110' - 0"
T.O. STEEL
HIGH
T.O. STEEL
LOW
4
S-310
110' - 0"
T.O. STEEL
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:30 PM
S-102
LEVEL 2 FRAMING PLAN
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-411 S-102 3/32" = 1'-0"
1 Level 2 FRAMING PLAN
S-102 S-102 3/16" = 1'-0"
5 Level 2 - Callout 3
4" S.O.G.
8" PRE-CAST WALLS
CENTERED ON GRID
14" GRADE BEAM BELOW P/C
LITE WALLS
12" FDN. WALL
10
S-201
12
S-201
1
S-202
8
S-201
1'-0"
9"
1'-10" 1'-8"
9"
20'-10"
9
S-201
10
S-201
1'-10"
9"
1'-10"
9"
9
S-201
10
S-201
9"
2'-9"
9"
1'-10" 1'-8"
9"
20'-0" 20'-0" 20'-0" 19'-6"
20'-0" 20'-0" 20'-0"
20'-6"
18'-6 3/4"
A1
A1
A1
5" S.O.G.
D1 D1 A1
C1
D1
C1
C1
C1
B1
A1
A1
A1
A1
A1
D2
D2 D2
D2
B1 D1 D1 A1
D1
D1
D1
D1
C1
B1
B1
B2
B2
B2
B2 B2
B2
B2
B2
A1
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
2
S-411
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B1
A1
A1
A1
( 99' - 10" )
( 98' - 11" )
( 98' - 11" )
( 98' - 11" )
( 99' - 1" )
( 98' - 2" )
( 97' - 7" )
( 96' - 10" )
( 96' - 2" )
( 96' - 2" )
( 96' - 2" )
( 96' - 6" ) ( 96' - 2" ) ( 96' - 2" )
( 96' - 2" )
( 101' - 5" )
( 101' - 7" )
( 101' - 5" )
( 96' - 6" )
( 97' - 2" )
( 98' - 6" )
A1 A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1 A1
A1
A1
A1
A1
( 97' - 6" ) ( 97' - 6" )
( 97' - 11" )
( 98' - 8" )
( 99' - 4" )
( 100' - 5" )
( 100' - 10" ) ( 100' - 10" )
( 99' - 5 1/2" )
( 99' - 10" ) ( 98' - 4" )
( 99' - 6" ) ( 97' - 6" )
( 98' - 10" ) ( 97' - 2" )
( 97' - 2" )
( 97' - 10" )
( 98' - 6" )
D2 D2 D2 D2
D2
D2 D2
D2
( 95' - 8" )
( 95' - 8" )
( 95' - 8" ) ( 95' - 8" )
( 98' - 4" )
( 98' - 4" ) ( 98' - 4" )
( 98' - 4" )
A1
A1
A1
( 98' - 10" )
( 98' - 6" )
( 98' - 2" )
8" 4"
.
RAMP
. RAMP
PC1
PC1
PC3
PC2
PC4
PC2
PC4
PC4
PC10 PC1
PC5 PC5
PC1 PC1
PC1
PC1
PC1
PC7
PC4 PC1
PC1
PC4
PC7
PC1
PC2
PC2
PC2
PC2
PC1 PC1 PC1 PC1
PC1
PC2
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
B2
PC1
101' - 3"
102' - 2"
102' - 0"
101' - 8"
( 96' - 6" )
( 96' - 6" )
99' - 0" 99' - 0"
99' - 0"
99' - 0"
99' - 0" 99' - 0"
99' - 0"
99' - 0"
99' - 8" 99' - 8"
99' - 0"
99' - 0"
100' - 4"
100' - 5"
101' - 0"
101' - 0"
101' - 0"
101' - 0"
101' - 11"
102' - 8" 102' - 8" 102' - 8" 102' - 8"
102' - 6"
102' - 6"
101' - 11"
95' - 0"
( 95' - 8" )
( 95' - 8" )
( 95' - 8" )
( 95' - 8" )
( 95' - 8" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" ) ( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 98' - 4" )
( 95' - 8" )
( 95' - 8" )
( 95' - 8" )
( 95' - 8" )
( 95' - 8" )
99' - 8"
100' - 6"
PC9
PC9
3
S-202
11
BETWEEN S-201
WINDOWS
AT
WINDOWS
( 99' - 10" ) A1
PC1
102' - 5"
A1
( 100' - 1" )
PC9
HSS10x6x5/8
HSS6x6x3/8
HSS6x6x1/2
102' - 7"
1
S-411
HSS6x6x3/8 HSS6x6x3/8
2
S-202
18'-8"
A1
( 94' - 6" )
A1
A1 ( 94' - 6" )
( 94' - 6" )
A1
( 94' - 6" )
HSS6x6x3/8 S-401
1
S-401
6
A1
A1
A1
A1
A.4
102' - 5"
103' - 8 7/8"
103' - 6"
103' - 6"
102' - 3 1/2"
102' - 3 1/2"
103' - 0 1/4"
103' - 0 1/4"
103' - 8 7/8"
103' - 5 1/4"
103' - 5 1/4"
103' - 3"
103' - 3"
100' - 0"
100' - 0"
100' - 0"
100' - 0"
99' - 6"
100' - 0"
100' - 0"
100' - 0"
103' - 2"
( 98' - 8" )
( 98' - 8" )
( 98' - 8" )
( 98' - 8" )
99' - 0"
RAMP .
7
S-202
. RAMP
S-101
2
11
S-201
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
AT
DOOR WAYS
102' - 0"
( 99' - 6" )
A1
( 98' - 6" )
101' - 0" PC2
9'-3 7/8" 10'-1 3/4" 10'-3 7/8" 10'-1 3/4" 10'-3 7/8" 11'-1 3/4"
104' - 9"
T.O. WALL
97' - 6"
B.O. WALL
B.O. WALL
99' - 8 3/4"
97' - 10"
STEP B.O. WALL
98' - 8"
B.O. WALL
STEP B.O. WALL
STEP B.O. WALL
99' - 5"
B.O. WALL
( 99' - 4" )
100' - 0"
B.O. WALL
TYPICAL P/C COL. TO
BE 24"X24" U.N.O
16"X16" P/C
COL. ON CIP
PILASTER
16"X16" P/C
COL. ON CIP
PILASTER
16"X16" P/C
COL. ON CIP
PILASTER
16"X16" P/C
COL.
16"X16" P/C
COL.
16"X16" P/C
COL.
16"X16" P/C
COL.
COL. CL
4'-7 1/8"
A1
( 100' - 10" )
20'-10"
4
S-203
104' - 1 3/4"
B2
95' - 0"
A1
( 99' - 0" )
A1
( 99' - 0" )
A1
( 99' - 0" )
A1
( 99' - 0" )
3'-3 7/8"
8" 8"
3'-3 7/8"
8"
2'-3 1/4"
16'-2 3/8"
102' - 10"
T.O.WALL
3'-7 7/8"
24'-7 1/8" 6'-6" 24'-1 1/8"
20'-10" 20'-10"
100' - 0"
8" 4"
1'-8"
1'-8"
1'-8"
1'-8"
1'-8"
1'-8"
1'-8"
1'-8"
2'-0"
2'-0"
1'-8"
9 7/8"
S-101
3
( 98' - 6" )
100' - 8"
100' - 8"
100' - 4"
101' - 0"
1'-7 3/4"
101' - 0"
T.O. GRADE
BEAM
( 98' - 10" )
100' - 4"
T.O. GRADE
BEAM 98' - 2"
STEP T.O.
GRADE BEAM
B.O.
GRADE BEAM
B.O.
GRADE BEAM
STEP B.O.
GRADE BEAM
100' - 4"
T.O. GRADE
BEAM
99' - 8"
T.O. GRADE
BEAM
STEP T.O.
GRADE BEAM
( 97' - 10" )
97' - 6"
B.O.
GRADE BEAM
STEP B.O.
GRADE BEAM
99' - 8"
T.O. GRADE
BEAM
99' - 0"
T.O. GRADE
BEAM
STEP T.O.
GRADE BEAM
1'-8"
11
S-201
SIM.
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
1
S-202
SIM.
1'-10"
6" 6"
10" 1'-0"
1'-0" 10"
9
S-201
9
S-201
1'-6" 9'-0" 9'-0" 1'-6" 1'-6" 9'-0" 9'-0" 1'-6"
1'-5 1/2"
1'-6"
9'-0" 9'-0"
1'-6"
3'-2 1/2" 9 1/2"
1'-6" 9'-0" 9'-0" 1'-6"
( 98' - 4" )
( 98' - 4" )
( 95' - 8" )
( 95' - 8" )
1'-5 1/2"
6 1/2" 3'-5 1/2"
6 1/2"
3'-5 1/2"
1'-2 1/2"
6 1/2"
3'-5 1/2"
1'-5 1/2"
8
S-202
8
S-202
8
S-202
8
S-202
101' - 8"
T.O. TIE
BEAM
101' - 8"
T.O. TIE
BEAM
99' - 0"
T.O. TIE
BEAM 99' - 0"
T.O. TIE
BEAM
4
S-203
4"
4"
4" 1'-0"
5 1/4"
4" 1'-0"
11
S-202
4
S-203
SIM.
1'-9" 1'-10 5/8"
12
S-202
12
S-202
9
S-201
10
S-201
10
S-201
100' - 5"
101' - 7"
( 96' - 2" )
( 96' - 2" )
( 99' - 6" )
99' - 6"
( 99' - 2" )
( 99' - 1" )
( 99' - 8" )
( 99' - 8" )
( 99' - 10" ) ( 99' - 10" ) ( 99' - 10" )
( 98' - 6" )
( 98' - 2" )
( 97' - 10" )
( 98' - 9" )
( 98' - 0" )
( 97' - 2" )
99' - 0"
99' - 8"
( 98' - 11" ) A1
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
HSS6x6x3/8
NOTES: XXX'-X
1. TOP OF SLAB ELEVATION = 100'-0 (4973.5 USGS), UNLESS NOTED THUS:
ON PLAN. SLAB SHALL SLOPE UNIFORMLY BETWEEN POINTS OF UNEQUAL
ELEVATION.
2. GARAGE SLAB ON GRADE SHALL BE 5" THICK NORMAL WEIGHT CONCRETE WITH
FIBOURS REINFORCING OVER 4"THICK LAYER OF GRANULAR MATERIAL, RE:
SPECIFICATIONS. REINFORCE SLAB.
3. RETAIL SLAB ON GRADE SHALL BE 4" THICK NORMAL WEIGHT CONCRETE WITH
FIBOURS REINFORCING CONSTRUCTED OVER A
VAPOR BARRIER. PLACE THE VAPOR BARRIER OVER A 4" THICK LAYER OF GRANULAR
MATERIAL, RE: SPECIFICATIONS.
4. REFER TO DETAIL 6/S-201 AND EARTHWORK SPECIFICATIONS FOR OVEREXCAVATION
REQUIREMENTS.
5. RE: DETAIL 3/S-201 FOR SLAB ON GRADE JOINTING REQUIREMENTS. PROVIDE CONTROL
JOINTS AT A MAXIMUM SPACING OF 10'-0" O.C. UNLESS NOTED OTHERWISE ON PLAN.
PROVIDE THICKENED SLAB BENEATH ALL CMU WALLS AND AT STAIR CONNECTION WHERE
NO FOUNDATION ISSHOWN. RE: 2/S-201
6. RE: DETAIL 4/S-201 FOR SLAB ON GRADE JOINTING REQUIREMENTS AT COLUMNS.
7. SEE FOUNDATION LEGEND ON THIS SHEET FOR PIER, COLUMN, AND PILASTERS, AND PIER
CAP NOMENCLATURE.
8. DRILLED PIERS TO BE CENTERED ON GRID LINES, OR UNDER COLUMNS, FOUNDATION
WALLS, OR GRADE BEAMS, UNLESS DIMENSIONED OTHERWISE ON PLAN.
9. PRECAST COLUMNS SHALL BE 24" SQUARE UNLESS NOTED OTHERWISE ON PLAN
10. COLUMNS SHALL BE CENTERED ON GRIDS UNLESS DIMENSIONED OTHERWISE ON
PLAN.
11. RE: S-411 FOR SHEARWALL DIMENSIONS, ELEVATIONS, AND DESIGN FORCES.
12. RE: CONCRETE REINFORCING SPLICE SCHEDULE ON SHEET S-001.
13. PROVIDE 4" THICK CONCRETE HOUSEKEEPING PADS UNDER ALL FLOOR MOUNTED
MECHANICAL AND ELECTRICAL EQUIPMENT. RE: ARCHITECTURAL AND MEP
DRAWINGS FOR SIZE AND LOCATION. REINFORCE PAD WITH #3 BARS AT 12" O.C.
EACH WAY.
14. DENOTES SLAB STEP ~ RE: 1/S-202.
AX
PCX
( XXX'-X" )
XX'-X"
TOP OF DRILLED PIER
ELEVATION
TOP OF PIER CAP
PIER MARK ~
RE: DRILLED PIER
SCHEDULE ON S-101
PIER CAP MARK ~
RE: PIER CAP
SCHEDULE THIS
PIER CAP SHEET
DRILLED PIER
P/C COLUMN
FOUNDATION LEGEND
4
C
D
E
F
5
7" 9"
2'-6 3/8"
1'-0 7/8"
9'-0"
2'-11 5/8"
4'-0 3/8"
2'-0"
1'-10 3/4" 2'-0 7/8"
2'-0"
4'-0 3/8"
2'-11 5/8"
9'-0"
1'-10 3/4" 2'-0 7/8"
2'-0"
4'-0 3/8"
2'-11 5/8"
9'-0"
2'-10 3/4"
1'-0 1/8"
6"
6"
101' - 0"
T.O. LEDGE
STEP T.O. GRADE BEAM
101' - 9"
99' - 2"
B.O.
GRADE BEAM
STEP B.O.
GRADE BEAM
( 99' - 10" )
20'-9"
STEP T.O.
GRADE BEAM
101' - 0"
T.O. LEDGE
101' - 9"
20'-9"
STEP B.O.
GRADE BEAM
( 100' - 2" )
B.O.
GRADE BEAM
101' - 0"
B.O.
GRADE
BEAM
T.O. GRADE
BEAM
T.O. GRADE
BEAM
T.O. LEDGE
101' - 8"
T.O. LEDGE
101' - 11"
T.O. GRADE
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
101' - 8"
T.O. LEDGE
101' - 11"
T.O. GRADE
BEAM
101' - 8"
T.O. LEDGE
102' - 0"
T.O. LEDGE
102' - 6"
T.O. GRADE
BEAM
102' - 0"
T.O. LEDGE
102' - 6"
T.O. GRADE
BEAM
102' - 0"
T.O.SLAB
102' - 7"
T.O.SLAB
102' - 5"
T.O.SLAB
103' - 2"
7"
9"
2 1/8"
8"
6" 2 1/8"
7"
9"
2 1/8"
7"
9"
2 1/8"
10"
6"
2 1/8"
6"
6"
2 1/8"
STEP T.O.
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
STEP T.O.
BEAM
1
C
D
E
F
7'-3 5/8" 10"
2'-2 1/4"
1'-8 5/8"
T.O.
LEDGE
101' - 9"
T.O. CURB
9" 19'-3" 9" 19'-3" 20'-0"
7"
6"
1'-7 7/8"
6'-9 5/8"
6"
101' - 9"
T.O. CURB
101' - 0"
100' - 8"
STEP T.O. LEDGE
101' - 0"
T.O.
LEDGE
T.O. LEDGE
( 99' - 2" )
( 98' - 10" )
1'-8 5/8"
2'-3"
B.O.
GRADE BEAM
STEP B.O.
GRADE BEAM
101' - 0"
T.O. CURB
B.O.
GRADE BEAM
STEP T.O. CURB
1'-8 5/8"
2'-3"
15'-0"
100' - 4"
STEP T.O. LEDGE
100' - 8"
T.O.
LEDGE
T.O.
LEDGE
98' - 10"
98' - 6"
B.O.
GRADE BEAM
STEP B.O.
GRADE BEAM
B.O.
GRADE BEAM
100' - 4"
101' - 0"
T.O. CURB
T.O.
LEDGE
8'-1 5/8"
9" 7"
6'-9 5/8" 6" 8"
1'-3"
2"
2"
2"
2"
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:26 PM
S-101
FOUNDATION PLAN
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
S-411 S-101 3/32" = 1'-0"
1 LEVEL 1 FRAMING PLAN
PIER CAP SCHEDULE
TYPE WIDTH LENGTH Comments
PC1 3' - 10" 3' - 10"
PC2 2' - 4" 2' - 4"
PC3 4' - 0" 4' - 0"
PC4 3' - 0" 3' - 0"
PC5 3' - 0" 3' - 1"
PC7 3' - 8" 3' - 8"
PC9 2' - 1" 2' - 1"
PC10 5' - 5" 3' - 10"
S-101 S-101 1/8" = 1'-0"
2 FIREHOUSE GRADEBEAM PLAN
S-101 S-101 1/8" = 1'-0"
3 JEFFERSON GRADEBEAM PLAN
framing, and joist framing.)
1705.3 Concrete construction - Provide inspections per Table 1705.3.
Post-installed anchors in concrete:
2. Verify hole diameter and depth, method of drilling using appropriate bit, and hole preparation as
recommended by anchor manufacturer.
1705.4 Masonry construction - Provide inspection and verification of masonry construction as follows:
1705.6 Soils - Provide inspections per Table 1705.6.
1705.8 Cast-In-Place Deep Foundations - Provide inspections per Table 1705.8.
1705.13 Sprayed fire-resistant materials - Inspect sprayed fire-resistant materials as follows:
1. Inspect surface preparation for compliance with the approved fire-resistance design and the approved
manufacturer's written instructions.
1705.14 Mastic and intumescent fire-resistant coatings - Inspect mastic and intumescent fire-resistant
coatings in accordance with AWCI 12-B.
- -
- -
- -
- -
-
-
- -
- -
- -
x
-
x
x
x
x
x
x
x
x
x
x
x
-
x
4. Measure average thickness per ASTM E605 and Section 1704.12.4.
1. Inspect welds.
1. Verify anchor description including product name, diameter and length.
3. Verify installation locations including anchor distance to edge of concrete and anchor spacing.
2. Verify minimum ambient temperature before and after application.
3. Verify ventilation of area during and after application.
5. Verify density of material for conformance with the approved fire-resistant design and ASTM E605.
6. Test cohesive/adhesive bond strength per IBC Section 1704.12.6.
2. Inspection of cold formed framing for compliance with approved construction documents and
shop drawings:
a. Details such as bracing and stiffening
b. Member sizes and locations.
c. Application of details at each connection.
SCHEDULE OF SPECIAL INSPECTIONS
FOR STANDARD BUILDINGS
- x
4. Inspection of anchors post-installed in hardened concrete - x ACI 318: 3.8.6, 8.1.3,
21.2.8
1909.1
ACI 318: 8.1.3, 21.2.8
STANDARD BUILDING SPECIAL INSPECTION REQUIREMENTS (per IBC Section 1704.2):
This Statement of Special Inspections is submitted in accordance with the requirements of the 2012
International Building Code (IBC) Sections 1704 and 1705.
Special Inspections and Structural Observations applicable to this project:
• Special Inspections for Standard Buildings (per IBC 1704.2)
• Special Inspections for Seismic Resistance (per IBC 1705.11)
• Special Inspections for Wind Resistance (per IBC 1705.10)
• Structural Observations for Seismic Resistance (per IBC 1704.5.1)
• Structural Observations for Wind Resistance (per IBC 1704.5.2)
This Statement of Special Inspections is intended to apply only to items within the scope of work of
the Structural Engineer. See Statement of Special Inspections prepared by the design professional
in responsible charge for additional special inspection requirements applicable to other disciplines.
The following Schedules of Special Inspections summarize the Special Inspections and Tests
required. Special Inspectors shall refer to the approved plans and specifications for detailed
special inspection requirements. Any additional tests and inspections required by the approved
plans and specifications shall also be performed.
Special Inspections and Testing shall be performed in accordance with the approved plans
and specifications, this statement and IBC Sections 1704 and 1705. The owner shall retain
and directly pay for the special inspections and testing as required by IBC section 1704.2.
Interim Special Inspection Reports shall be submitted to the Building Official and the Registered
Design Professional in Responsible Charge in accordance with IBC Section 1704.2.4.
A Final Report of Special Inspections shall be submitted to the Building Official and the Registered
Design Professional in Responsible Charge in accordance with IBC Section 1704.2.4.
This Statement of Special Inspections has been developed with the understanding that the
Building Official will:
• Review and approve the qualifications of the Special Inspectors who will perform the
inspections.
• Monitor special inspection activities on the job site to assure that the Special Inspectors are
qualified and are performing their duties as called for in this Statement of Special Inspections.
• Review submitted inspection reports.
• Perform inspections as required by IBC Section 110 and the local building code.
Structural Observations, when required, will be performed by a registered professional engineer
from S. A. Miro, Inc. At the conclusion of the work included in the permit, the structural observer
shall submit to the Building Official a written statement that the site visits have been made and
identify any reported deficiencies that, to the best of the structural observer's knowledge, have
not been resolved.
Structural Observation does not include or waive the responsibility for the Special Inspections
included in this Statement of Special Inspections or the inspections required by IBC Section 110.
Provide inspections required in the Schedule of Special Inspections for Standard Buildings.
STATEMENT OF SPECIAL INSPECTIONS
STRUCTURAL GENERAL NOTES
REQUIRED
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
1. Structures with empirically designed masonry, glass unit masonry or masonry
veneer designed in accordance with ACI 530-11, Chapters 5, 6 or 7 in Risk
Category I, II or III shall be inspected and verified per Table 1.19.1
2. Structures with glass unit masonry or masonry veneer designed in accordance - -
with ACI 530-11, Chapters 6 or 7 in Risk Category IV shall be inspected and verified
per Table 1.19.2
3. Structures with masonry designed in accordance with chapters other than 5, 6 or 7 - -
in ACI 530-11 in Risk Category I, II or III shall be inspected and verified per Table 1.19.2
4. Structures with masonry designed in accordance with chapters other than 5, 6 or 7 - -
in ACI 530-11 in Risk Category IV shall be inspected and verified per Table 1.19.3
INSPECTION REQUIREMENT REFERENCE
Material identification procedures
Review of material test reports and certifications
Section 6.1 of Code
of Standard Practice
MINIMUM REQUIREMENTS FOR INSPECTION OF
STRUCTURAL STEEL BUILDINGS
AISC 360, N5.2
Quality Control (QC) Inspector Qualifications AISC 360, N4.1
Quality Assurance (QA) Inspector Qualifications AISC 360, N4.2
NDT Personnel Qualifications AISC 360, N4.3
Inspections performed in fabricator's shop:
Shop welding inspections performed prior, during, and after welding
Nondestructive testing of shop welded joints
Shop bolting inspections performed prior, during, and after bolting
Shop cut and finished surfaces
Shop heating for straightening, cambering and curving
Tolerances for shop fabrications
AISC 360, N5.4
AISC 360, N5.5
AISC 360, N5.6
AISC 360, N2, M2
AISC 360, N2, M2.1
Section 6 of Code of
Standard Practice
Inspections performed in field:
Field welding inspections performed prior, during, and after welding
Nondestructive testing of field welded joints
Field bolting inspections performed prior, during, and after bolting
Placement and fastening of composite steel deck
Installation of steel headed stud anchors
Field cut surfaces
Field heating for straightening
Tolerances for field erection
Inspection of erected steel for conformance to project documents
AISC 360, N5.4
AISC 360, N5.5
AISC 360, N5.6
AISC 360, N6
AISC 360, N6
AISC 360, N2, M2.2
AISC 360, N2, M2.1
Section 7.13 of Code
of Standard Practice
AISC N.7
Submittal of inspection and testing reports AISC 360, N5.2
Submittal of certificate of compliance AISC 360, N7
1. Material verification of cold-formed steel deck:
a. Identification markings to conform to ASTM standards specified
in the approved construction documents.
b. Manufacturer's certified test reports.
2. Inspection of welding:
a. Cold-formed steel deck:
1) Floor and roof deck welds.
TABLE 1705.2.2
REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
- x
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
REFERENCED
STANDARD
Applicable ASTM
material standards
- x
- x AWS D1.3
x
x
b. Cold-formed steel framing including joists and studs:
1) Floor and roof framing welds. - x AWS D1.3
c. Reinforcing steel:
1) Verification of weldability of reinforcing steel
other than ASTM A 706.
- x
AWS D1.4
ACI 318:
Section 3.5.2
2) Reinforcing steel resisting flexural and axial forced in intermediate
and special moment frames, and boundary elements of special
structural walls of concrete and shear reinforcing.
-
3) Shear reinforcement. -
4) Other reinforcing steel. - x
-
-
1. Observe drilling operations and maintain complete and
accurate records for each element.
2. Verify placement locations and plumbness, confirm element
diameters, bell diameters (if applicable), lengths, embedment
into bedrock (if applicable) and adequate end-bearing strata
capacity. Record concrete or grout volumes.
3. For concrete elements, perform additional inspections in
accordance with Section 1705.3.
TABLE 1705.6
REQUIRED VERIFICATION AND INSPECTION OF SOILS
PERIODICALLY DURING TASK LISTED
1. Verify materials below shallow foundations are adequate
to achieve the design bearing capacity.
2. Verify excavations are extended to proper depth and have
reached proper material.
3. Perform classification and testing of compacted fill materials.
4. Verify use of proper materials, densities and lift thicknesses
during placement and compaction of compacted fill.
5. Prior to placement of compacted fill, observe subgrade and
verify that site has been prepared properly.
VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED
- x
- x
- x
x -
- x
TABLE 1705.8
REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED
x -
x -
- -
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:23 PM
S-003
STRUCTURAL GENERAL NOTES
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
B. DIFFERENCES OR CONFLICTS BETWEEN THE DRAWINGS AND MECHANICAL AND ELECTRICAL
REQUIREMENTS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH
THE WORK.
C. PENETRATIONS: THE GENERAL CONTRACTOR SHALL SUBMIT COORDINATED AND
DIMENSIONED DRAWINGS SHOWING ALL MECHANICAL, PLUMBING AND ELECTRICAL
PENETRATIONS THROUGH CONCRETE FLOOR AND ROOF SLABS FOR REVIEW AND
APPROVAL AT LEAST THREE WEEKS PRIOR TO STARTING THE WORK.
A. THE FLOOR AND ROOF FRAMING IS DESIGNED TO SUPPORT THE MECHANICAL AND
ELECTRICAL EQUIPMENT SHOWN ON PLANS. DIFFERENCES IN ACTUAL EQUIPMENT
LOCATION, SIZE OR WEIGHT MAY REQUIRE REDESIGN OF THE FRAMING AT THE
EXPENSE OF THE CONTRACTOR.
B. PROVIDE 4" HIGH CONCRETE PADS UNDER FLOOR MOUNTED MEP EQUIPMENT.
REINFORCE PADS WITH #4 BARS AT 12" O.C. UNLESS NOTED OTHERWISE.
C. PROVIDE CONCRETE PADS UNDER ROOF TOP EQUIPMENT ONLY AS SHOWN ON THE
STRUCTURAL DRAWINGS.
A. SLEEVES AND CORE DRILLING THROUGH CONCRETE SLABS ON METAL DECK ARE
PERMITTED SUBJECT TO THE FOLLOWING RESTRICTIONS:
a. PENETRATIONS SHALL NOT EXCEED 6" IN DIAMETER
b. EDGE OF PENETRATION SHALL BE A MINIMUM OF 2" CLEAR FROM EDGE OF BEAM
FLANGE.
c. MULTIPLE PENETRATIONS SHALL BE SPACED A MINIMUM OF 1 CORE DIAMETER
APART USING THE LARGER PENETRATION DIAMETER.
d. LOCATE SLAB REINFORCING PRIOR TO MAKING PENETRATION AND ADJUST
PENETRATION LOCATION TO AVOID REINFORCING. IF PENETRATION LOCATION
CANNOT BE ADJUSTED, OBTAIN ENGINEER'S APPROVAL PRIOR TO MAKING
PENETRATION.
e. A MAXIMUM OF THREE PENETRATIONS WITH MINIMUM SPACING MAY BE GROUPED
WITHOUT ENGINEER'S APPROVAL. NO MORE THAN FOUR PENETRATIONS ARE ALLOWED
BETWEEN ADJACENT FLOOR BEAMS UNLESS APPROVED BY ENGINEER.
A. CORE DRILLING THROUGH CONCRETE SLABS IS PERMITTED SUBJECT TO THE FOLLOWING
RESTRICTIONS:
a. PENETRATIONS SHALL NOT EXCEED 6" IN DIAMETER
b. EDGE OF PENETRATION SHALL BE A MINIMUM OF 2" CLEAR FROM EDGE OF DOUBLE TEE LEG
c. MULTIPLE PENETRATIONS SHALL BE SPACED A MINIMUM OF 1 CORE DIAMETER APART USING
THE LARGER PENETRATION DIAMETER.
d. SUBMIT DIMENSIONED PLANS SHOWING CORE DRILLED OPENINGS FOR REVIEW AND APPROVAL
WHEN THREE OR MORE PENETRATIONS ARE GROUPED TOGETHER WITHIN AN AREA
MEASURING 5'-0 SQUARE.
A. ELECTRICAL CONDUIT IS ALLOWED IN CONCRETE SLABS ON METAL DECK SUBJECT TO
THE FOLLOWING RESTRICTIONS:
a. CONDUIT O.D. SHALL NOT EXCEED 1". MINIMUM CLEAR DISTANCE BETWEEN CONDUITS
IS 2".
b. NO MORE THAN THREE CONDUITS MAY BE BUNDLED IN ONE GROUP. BUNDLED CONDUITS
SHALL HAVE AT LEAST 12" CLEAR BETWEEN GROUPS.
c. CONDUIT MAY NOT CROSS WITHIN FLOOR SLAB THICKNESS.
d. CONDUIT SHALL REST DIRECTLY ON METAL DECK AND WILL BE SECURELY FASTENED DOWN.
A. ELECTRICAL CONDUIT IS ALLOWED IN CONCRETE TOPPING OVER DOUBLE TEES SUBJECT
TO THE FOLLOWING RESTRICTIONS:
a. CONDUIT O.D. SHALL NOT EXCEED 1". MINIMUM CLEAR DISTANCE BETWEEN CONDUITS
IS 2".
b. NO MORE THAN THREE CONDUITS MAY BE BUNDLED IN ONE GROUP. BUNDLED CONDUITS
SHALL HAVE AT LEAST 12" CLEAR BETWEEN GROUPS.
c. CONDUIT MAY NOT CROSS WITHIN TOPPING THICKNESS.
d. CONDUIT SHALL REST DIRECTLY ON TEE FLANGE AND WILL BE SECURELY FASTENED
DOWN.
e. NO CONDUIT IS ALLOWED IN CONCRETE TOPPING IN GARAGE CONSTRUCTION UNLESS
SHOWN OTHERWISE ON THE DRAWINGS.
A. SUPPORT OF MECHANICAL, PLUMBING AND ELECTRICAL ITEMS SUSPENDED FROM
CONCRETE FLOOR AND ROOF SLABS IS THE RESPONSIBILITY OF THE CONTRACTOR
INCLUDING DETERMINING THE NUMBER AND POSITION OF FASTENERS. THE FOLLOWING
FASTENERS ARE APPROVED FOR USE IN CONCRETE:
a. POWDER ACTUATED FASTENERS: HILTI UNIVERSAL KNURLED SHANK FASTENER (X-U)
WITH 1-1/4" EMBEDMENT. IN POST-TENSIONED DECKS, USE 3/4" MAXIMUM EMBEDMENT.
b. DRILLED ANCHORS: HILTI DROP-IN CONCRETE EXPANSION ANCHOR (X-GN) WITH 1-1/2"
EMBEDMENT. IN POST-TENSIONED DECKS, USE POWERS 3/8" MINI DROP-IN ANCHOR
WITH EMBEDMENT NO MORE THAN 3/4".
c. EMBEDDED ANCHORS: USE HILTI HCI-WF OR HIS-MD AS APPROPRIATE OR UNISTRUT
P3300 SERIES CONCRETE INSERT.
d. DO NOT SUSPEND LOADS GREATER THAN 1,000 LBS. FROM CONCRETE DECK. PROVIDE
SUPPORT FRAMING BETWEEN MAIN STRUCTURAL FRAMING.
e. THE CONTRACTOR MAY SUBMIT MANUFACTURER'S DATA FOR ALTERNATE FASTENERS
FOR REVIEW AND APPROVAL.
A. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW
OF MEP ITEMS EMBEDDED IN FLOOR AND ROOF SLABS PRIOR TO PLACEMENT OF CONCRETE.
NOTIFICATION SHALL OCCUR AT LEAST 48 HOURS PRIOR TO POUR.
B. OBSERVATION BY ARCHITECT OR ENGINEER DOES NOT RELIEVE CONTRACTOR FROM
MEETING REQUIREMENTS LISTED IN PRECEDING PARAGRAPHS.
30-INSTRUCTIONS AND COORDINATION
EXPLANATION OF SECTION DIAGRAM USED (PLAN SHEET)
EXPLANATION OF SECTION DIAGRAM USED (DETAIL SHEET)
1. COORDINATION:
2. SUBSTITUTIONS:
3. QUALITY CONTROL:
5. INSTRUCTIONS TO CONTRACTOR:
6. DRAWING NOMENCLATURE:
4. ENGINEERING DESIGN PERFORMED BY CONTRACTOR:
A. ANY DIFFERENCES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL
BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
B. CONFLICTS WITHIN THE STRUCTURAL DRAWINGS OR BETWEEN THE STRUCTURAL DRAWINGS,
GENERAL NOTES AND/OR SPECIFICATIONS SHALL BE REPORTED TO THE STRUCTURAL
ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH MODIFICATIONS OR ADJUSTMENT.
C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE MECHANICAL AND ELECTRICAL
EQUIPMENT PURCHASED WITH INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS
INCLUDING, BUT NOT LIMITED TO, EQUIPMENT LOCATION, SIZE, WEIGHT, OPENINGS AND
SUPPORT REQUIREMENTS. REPORT DIFFERENCES TO THE ARCHITECT AND ENGINEER BEFORE
PROCEEDING WITH THE WORK.
D. EXISTING CONDITIONS: THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE
INFORMATION OF EXISTING CONDITIONS. NO ATTEMPT HAS BEEN MADE TO VERIFY EXISTING
CONDITIONS AGAINST INFORMATION RECEIVED FROM THE CLIENT OR OTHER SOURCES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COMPARE THE EXISTING CONDITIONS TO THE INFORMATION
SHOWN ON THE DRAWINGS AND NOTIFY THE ARCHITECT OF ANY DIFFERENCES BEFORE PROCEEDING
WITH THE WORK.
A. SUBSTITUTIONS ARE NOT ALLOWED WITHOUT APPROVAL FROM THE ARCHITECT AND
STRUCTURAL ENGINEER. REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY PROPER
INFORMATION NECESSARY TO EVALUATE THE SUBSTITUTION AND COMPENSATION FROM THE
CONTRACTOR MAY BE REQUIRED TO CONDUCT THE EVALUATION PROCESS.
A. THE CONTRACTOR SHALL MAINTAIN A LOG OF DISCREPANCIES NOTED BY THE INDEPENDENT
TESTING AGENCY FOR THE DURATION OF THE PROJECT. EACH ITEM IN THE LOG SHALL BE
REFERENCED BY AN ITEM NUMBER WITH A DESCRIPTION OF THE DISCREPANCY, THE DATE
THE DISCREPANCY WAS NOTED, A DESCRIPTION OF THE CORRECTIVE ACTION TAKEN AND
THE DATE OF THE CORRECTIVE ACTION.
B. A LETTER OF ENGINEER'S STATEMENT USED TO OBTAIN A CERTIFICATE OF OCCUPANCY
CANNOT BE ISSUED UNTIL ALL ITEMS NOTED IN THE DISCREPANCY LOG ARE ADDRESSED TO
THE ENGINEER'S SATISFACTION.
C. PRECONSTRUCTION MEETINGS: THE GENERAL CONTRACTOR SHALL CONDUCT THE FOLLOWING
PRECONSTRUCTION MEETINGS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROJECT
SPECIFICATIONS:
a. DRILLED PIER INSTALLATION
b. CAST-IN-PLACE CONCRETE CONSTRUCTION
c. LOAD-BEARING, PRECAST CONCRETE CONSTRUCTION
EACH MEETING SHALL BE ATTENDED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER,
THE GENERAL CONTRACTOR, THE INDEPENDENT TESTING AGENCY AND REPRESENTATIVES
OF THE AFFECTED SUBCONTRACTORS.
A. TEMPORARY BRACING: DURING ERECTION OF THE BUILDING, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE DESIGN AND PLACEMENT OF TEMPORARY BRACING TO
WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING
LATERAL LOADS AND STOCKPILES OF MATERIAL AND EQUIPMENT. BRACING SHALL BE
LEFT IN PLACE AS LONG AS NECESSARY FOR SAFETY AND UNTIL ALL STRUCTURAL
FRAMING AND FLOOR AND ROOF DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS
COMPLETED.
B. STORAGE: THE CONTRACTOR SHALL NOT STOCKPILE MATERIAL OR EQUIPMENT IN A
MANNER THAT EXCEEDS THE LOAD CAPACITY OF THE STRUCTURE OR CAUSES DAMAGE
OR EXCESSIVE DEFLECTION OF STRUCTURAL ELEMENTS.
C. BACKFILL OF FOUNDATION WALLS: DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS
UNTIL TOP AND BOTTOM OF WALLS ARE ADEQUATELY BRACED. ADEQUATE BRACING
INCLUDES THE FOLLOWING:
a. SLAB ON GRADE THAT HAS REACHED 75% OF ITS DESIGN STRENGTH INCLUDING
COMPLETION OF DELAY OR POUR STRIPS.
b. ELEVATED CAST-IN-PLACE CONCRETE FLOOR CONSTRUCTION THAT HAS REACHED
75% OF ITS DESIGN STRENGTH INCLUDING COMPLETION OF DELAY OR POUR STRIPS
c. ELEVATED PRECAST FLOOR CONSTRUCTION WHERE CONNECTIONS BETWEEN PRECAST
AND WALL ARE COMPLETED AND CONCRETE TOPPING IS IN PLACE AND HAS REACHED
75% OF ITS DESIGN STRENGTH.
d. ELEVATED STRUCTURAL STEEL-FRAMED FLOOR CONSTRUCTION WHERE FRAMING
CONNECTIONS TO THE WALL ARE COMPLETE AND CONCRETE TOPPING IS IN PLACE AND
HAS REACHED 75% OF ITS DESIGN STRENGTH.
A. EXPLANATION OF SECTION CUT CALL-OUT:
SECTION IDENTIFICATION
STRUCTURAL SHEET WHERE
SECTION IS DRAWN
STRUCTURAL SHEET WHERE SECTION IDENTIFICATION
SECTION IS FIRST CUT
STRUCTURAL SHEET WHERE
SECTION IS DRAWN
A. THE CONTRACTOR OR RESPONSIBLE SUBCONTRACTOR SHALL HAVE APROFESSIONAL
ENGINEER LICENSED IN THE PROJECT JURISDICTION PERFORM ENGINEERING DESIGN
OF THE FOLLOWING BUILDING COMPONENTS INCLUDING, BUT NOT LIMITED TO, LOAD
DETERMINATION, COMPONENT ANALYSIS AND DESIGN AND CONNECTION ANALYSIS
AND DESIGN:
a. PREFABRICATED STEEL STAIRS
b. EXTERIOR WALL ENCLOSURES
c. SUPPORT OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT
THE ENGINEERING DESIGN SHALL CONSIDER THE EFFECTS OF SUPPORTING THE
BUILDING COMPONENTS FROM THE PRIMARY STRUCTURE AND INCLUDE ALL BRACING
NECESSARY TO MAINTAIN STABILITY OF THE AFFECTED STRUCTURAL FRAMING.
B. CORRECTIVE MEASURES DUE TO ERRORS OR DEFECTS IN CONSTRUCTION: THE
CONTRACTOR SHALL SUBMIT PLANS, DETAILS AND CALCULATIONS FOR PROPOSED
CORRECTIVE MEASURES FOR REVIEW BY ARCHITECT AND STRUCTURAL ENGINEER.
WHEN REQUIRED, THE SUBMITTED DOCUMENTS SHALL BE SEALED AND SIGNED BY A
PROFESSIONAL ENGINEER LICENSED IN THE PROJECT JURISDICTION.
ABBREVIATIONS
A.B.
@
-ANCHOR BOLT(S)
-AT
-ADDITIONAL
-ANCHOR
-APPROXIMATE
-ARCHITECT OR
ARCHITECTURAL DOCUMENTS
ADDN'L
ANCH.
APPROX.
ARCH.
AVG
BLDG.
BLK.
BM.
BOD
BOT. OR B.
-AVERAGE
-BUILDING
-BLOCK
-BEAM
-BOTTOM OF DECK
-BEARING
-BOTTOM
BRG.
BTWN.
BW
CANT.
C-C
CEIL. OR CLG.
C.I.P.
C.J.
-BETWEEN
-BUTT WELD
-CANTILEVER
-CENTER TO CENTER
-CEILING
-CAST IN PLACE
-CONTROL JOINT OR
CONSTRUCTION JOINT
CL OR CLR
C.M.U.
CL
CLR.
COL.
CONC.
CONN.
CONSTR.
CONT.
CONTR.
CTR. OR CNTR.
CTR'D.
DBL.
DEPR
DET OR DTL
DIA.
DIAG.
DIM.
DN.
DP
DWG.
DWL.
EA.
E.F.
E.J.
E. OR ELECT'L
-CLEAR
-CONCRETE MASONRY UNIT
-CENTER LINE
-CLEAR
-COLUMN
-CONCRETE
-CONNECTION
-CONSTRUCTION
-CONTINUE OR CONTINUOUS
-CONTRACTOR
-CENTER
-CENTERED
-DOUBLE
-DEPRESSION
-DETAIL
-DIAMETER
-DIAGONAL
-DIMENSION
-DOWN
-DEEP OR DEPTH
-DRAWING(S)
-DOWEL
-EACH
-EACH FACE
-EXPANSION JOINT
-ELECTRICAL
-ELEVATION
-ENGINEER
-EQUAL
-EACH SIDE
-EACH WAY
-EAST-WEST
-EXCAVATE
-EXISTING
-EXPANSION
-EXTERIOR
-FABRICATION
-FOUNDATION
-FAR FACE OR
FINISHED FLOOR
EL. OR ELEV.
ENGR
EQ.
ES
EW
E-W
EXC
EXIST.
EXP.
EXT.
FAB
FDN
F.F.
FIN.
FLG.
FLR.
FS
FT.
FTG.
GA.
GALV.
GC OR GEN CONTR
GLU-LAM
GR OR GRD
H.A.S.
HORIZ.-HOR.
HT.
I.D.
I.F.
IN
INCL
INFO
INT
JT.
-FINISH
-FLANGE
-FLOOR
-FAR SIDE
-FOOT-FEET
-FOOTING
-GAGE OR GAUGE
-GALVANIZED
-GENERAL CONTRACTOR
-GLUE LAMINATED
-GRADE
-HEADED ANCHOR STUD
-HORIZONTAL
-HEIGHT
-INSIDE DIAMETER
-INSIDE FACE
-INCH
-INCLUDE
-INFORMATION
-INTERIOR
-JOINT
K -KIP = 1000 LBS.
LB OR #
LG.
L.L.H.
L.L.V.
LOC.
LT.-LGT.
LWC
MACH
MAS
MATL.
MAX.
M.B.
MECH.
MEMB.
MEZZ.
MFR. OR MFRR.
MID.
MIN.
MISC
NF
NO.
NS
N-S
N.T.S.
-POUND(S)
-LONG
-LONG LEG HORIZONTAL
-LONG LEG VERTICAL
-LOCATION
-LIGHT
-LIGHT WEIGHT CONCRETE
-MACHINE
-MASONRY
-MATERIAL
-MAXIMUM
-MACHINE BOLT
-MECHANICAL
-MEMBRANE
-MEZZANINE
-MANUFACTURER
-MIDDLE
-MINIMUM
-MISCELLANEOUS
-NEAR FACE
-NUMBER
-NEAR SIDE
-NORTH-SOUTH
-NOT TO SCALE
-ON CENTER
-OUTSIDE DIAMETER
-OUTSIDE FACE
-OVERHANG
-OPENING
-OPPOSITE
-OPPOSITE HAND
O.C. OR O/C
O.D.
O.F.
O.H.
OPNG.
OPP
OPP HD
P.C. OR P/C
PCF
PEN
PL
PERP.
P.L.
PLF
PLYWD
PP
PRELIM
PSI
R. OR RAD.
R
RE:
REINF.
REQ'D.
SCHED.
SECT
SHTHG
SH OR SHT
SIM.
SLV
-PRECAST
-POUNDS PER CUBIC FOOT
-PENETRATION
-PLATE
-PERPENDICULAR
-PROPERTY LINE
-POUNDS PER LINEAL FOOT
-PLYWOOD
-PANEL POINT OR PARTIAL
PENETRATION
-PRELIMINARY
-POUNDS PER SQUARE INCH
-RADIUS
-RISER (STAIR)
-REFERENCE
-REINFORCED OR
-REQUIRED
-SCHEDULE
-SECTION
-SHEATHING
-SHEET
-SIMILAR
-SLEEVE OR SHORT
LEG VERTICAL
SLH -SHORT LEG HORIZONTAL
SOG
SP OR SPCS
SPCG
SPEC.
SQ.
STD.
STIFF.
STL.
STRUCT.
SYMM.
T.
T AND B
T AND G
THK
THK'ND
TOC
TOF
TOPG
TOS
TR
TYP.
U.N.O.
VERT.
W/
W/O
WD
W.P.
WT.-WGT.
W.W.F. OR W.W.M.
X-BRACE
-SLAB ON GRADE
-SPACES
-SPACING
-SPECIFICATION
-SQUARE
-STANDARD
-STIFFENER
-STEEL
-STRUCTURE OR
-SYMMETRICAL
-TOP OR TREAD (STAIR)
-TOP AND BOTTOM
-TONGUE AND GROOVE
-THICK OR THICKNESS
-THICKENED
-TOP OF CONCRETE
-TOP OF FOOTING
-TOPPING
-TOP OF STEEL, TOP OF SLAB
-TRUSS
-TYPICAL
-UNLESS NOTED OTHERWISE
-VERTICAL
-WITH
-WITHOUT
-WOOD
-WORKING POINT
-WEIGHT
-WELDED WIRE FABRIC
-CROSS BRACING
MTL. -METAL
STRUCTURAL
REINFORCING
5. COLD-FORMED METAL FRAMING:
A. COLD-FORMED METAL FRAMING REFERENCED IN THIS SECTION PERTAINS TO FRAMING
DESCRIBED IN SPECIFICATION DIVISION 05 40 00 ONLY.
B. REFERENCE STANDARDS: COLD-FORMED METAL FRAMING SHALL BE DESIGNED IN
ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR
THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS".
C. FABRICATION: COLD-FORMED METAL FRAMING PRODUCTS SHALL BE MANUFACTURED BY A
CURRENT MEMBER OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA).
D. SHEET STEEL USED IN THE FABRICATION OF COLD-FORMED FRAMING PRODUCTS SHALL
CONFORM TO ASTM A1003, STRUCTURAL GRADE, TYPE H OR ASTM A653 AND SHALL BE ZINC
COATED IN ACCORDANCE WITH ASTM A924, G60. MINIMUM YIELD STRENGTH SHALL BE 50 KSI
OR 33 KSI AS GIVEN IN THE TABLE OF MINIMUM SECTION PROPERTIES.
E. COLD-FORMED FRAMING NOMENCLATURE SHALL FOLLOW SSMA DESIGNATION AS FOLLOWS:
F. MINIMUM COLD-FORMED MEMBER SIZE REQUIREMENTS: UNLESS OTHERWISE SHOWN ON THE
DRAWINGS, COLD-FORMED MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM
REQUIREMENTS:
a. STUDS AND JOISTS: THICKNESS SHALL BE 43 MILS (18 GAGE) AND HAVE 162 WIDE FLANGES
(1-5/8").
b. TRACK: THICKNESS SHALL MATCH WALL OR JOIST FRAMING AND HAVE 125 DEEP LEGS
(1-1/4").
c. DEEP LEG TRACK (DEFLECTION TRACK): THICKNESS SHALL BE 97 MILS (12 GAGE) AND HAVE
200 DEEP LEGS (2").
G. FASTENERS:
a. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, PROVIDE TRAXX#10, SELF-DRILLING
FASTENERS AT ALL COLD-FORMED FRAMING CONNECTIONS (MINIMUM TWO SCREWS PER
CONNECTION). PROVIDE SUFFICIENT NUMBER OF SCREWS AT EACH CONNECTION TO
SUPPORT ALL APPLIED LOADS.
b. PROVIDE HILTI POWDER-ACTUATED, UNIVERSAL KNURLED SHANK FASTENERS (X-U) TO
ATTACH COLD-FORMED FRAMING TO CONCRETE SUBSTRATES. PROVIDE SUFFICIENT
NUMBER OF FASTENERS TO TRANSFER ALL LOADS INTO CONCRETE. (MAXIMUM SPACING
OF FASTENERS NO GREATER THAN STUD SPACING).
c. WELDS: UNLESS NOTED OTHERWISE ON THE DRAWINGS, WELDS SHALL BE FILLET WELDS
(MINIMUM TWO-3/4" LONG WELDS PER CONNECTION). PAINT ALL WELDS IN EXTERIOR WALL
CONSTRUCTION WITH ZINC-RICH PAINT.
H. INSTALLATION:
a. SPLICING OF STUDS AND JOISTS SHALL NOT BE PERMITTED.
b. ALL CORNERS SHALL BE FRAMED WITH A MINIMUM OF THREE STUDS OF THE SAME DEPTH
AND GAGE AS WALL STUDS, UNLESS NOTED OTHERWISE.
c. FRAME WALL OPENINGS WITH HEADERS, KING AND JAMB STUDS AS REQUIRED.
d. MULTIPLE STUDS AT JAMBS OF OPENINGS SHALL BE SECURED TOGETHER WITH EITHER
SELF- DRILLING FASTENERS OR 3/4" LONG FILLET WELDS AT EACH FLANGE AT 12" O.C.
UNLESS NOTED OTHERWISE.
e. BRACE WALL STUDS USING EITHER COLD-ROLLED CHANNELS THROUGH PUNCH-OUTS OR
BY HORIZONTAL STRAPS AT EACH FLANGE WITH TRACK BLOCKING. BRACING SHALL
CONFORM TO SECTION D3 OF THE AISI SPECIFICATION.
f. NON-LOAD BEARING FRAMING:
1. PROVIDE JACK STUDS OR CRIPPLES BELOW WINDOW SILLS, ABOVE WINDOW AND
DOOR HEADS AND ELSEWHERE AS REQUIRED.
2. PROVIDE DEFLECTION ALLOWANCE AT TOP OF ALL WALLS TO ACCOMMODATE
STRUCTURAL MOVEMENT. SUBMIT DETAILS INCLUDING MANUFACTURER'S PRODUCT
LITERATURE TO ARCHITECT AND ENGINEER FOR REVIEW.
3. PROVIDE SLIDE CLIPS AT CONNECTIONS WHERE WALLS EXTEND PAST EDGE OF
FLOORS OR ROOF AS SHOWN ON THE DRAWINGS. SUBMIT DETAILS INCLUDING
MANUFACTURER'S PRODUCT LITERATURE TO ARCHITECT AND ENGINEER FOR REVIEW.
A. THE CONTRACTOR SHALL PROVIDE COMPLETE DRAWINGS AND CALCULATIONS FOR ALL STAIR
CONSTRUCTION NOT SHOWN ON THE STRUCTURAL DRAWINGS. STAIR AND LANDING FRAMING
SHALL BE DESIGNED AND DETAILED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT
JURISDICTION. REFER TO PROJECT SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.
B. DESIGN REQUIREMENTS:
a. STAIRWAY FRAMING, LANDINGS AND ALL SUPPORT FRAMING SHALL BE DESIGNED FOR
DEAD LOADS, SEISMIC LOADS AND LIVE LOADS PER THE REQUIREMENTS OF THE
REFERENCED BUILDING CODE.
b. REFER TO ARCHITECTURAL DRAWINGS FOR STAIRWAY WIDTHS AND CLEARANCES.
MINIMUM HEADROOM CLEARANCES SHALL COMPLY WITH REQUIREMENTS OF THE
REFERENCED BUILDING CODE.
c. ALL REQUIRED EMBEDDED PLATES AND ANGLES SHALL BE INCLUDED AS PART OF THE
STAIR DESIGN.
d. THE STAIR MANUFACTURER SHALL PROVIDE ALL FRAMING, CONNECTIONS AND
ACCESSORIES AS NECESSARY TO SUPPORT STAIRS FROM THE PRIMARY STRUCTURE.
CONNECTIONS TO PRIMARY FRAMING SHALL BE LOCATED AND DETAILED TO PROPERLY
TRANSFER FORCES TO THE PRIMARY FRAMING WITHOUT CAUSING OVERLOAD OR
DISTORTION OF THE SUPPORTING ELEMENTS.
SECTION DEPTH (IN.) FLANGE WIDTH (IN.)
600-S162-54
STYLE: S = STUDS, T = TRACK MINIMUM THICKNESS (MILS)
EXAMPLES: 600 = 6" DEPTH 362 = 3-5/8" DEPTH
S162 = STUD, 1-5/8" FLANGE T125 = TRACK, 1-1/4" DEEP LEG
33 = 20 GAGE, 43 = 18 GAGE, 54 = 16 GAGE
6. STAIR DESIGN:
07-THERMAL AND MOISTURE PROTECTION
A. PROVIDE HANDTOOLED JOINTS IN CAST-IN-PLACE CONCRETE TOPPING OVER PRECAST
FRAMING SUITABLE FOR SEALING WITH SPECIFIED JOINT SEALANT. REFER TO STANDARD
JOINT DETAIL ON STRUCTURAL DRAWINGS FOR GEOMETRY AND CONSTRUCTION OF JOINT.
B. LOCATE JOINTS IN TOPPING DIRECTLY ABOVE ALL JOINTS BETWEEN PRECAST ELEMENTS
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING LOCATIONS:
a. JOINTS BETWEEN DOUBLE TEES
b. JOINTS BETWEEN TEES AND INVERTED TEE (IT), ELL BEAMS (L) OR
RECTANGULAR (R) BEAMS
c. JOINTS BETWEEN COLUMN FACES AND TEES AND BEAMS
d. JOINTS BETWEEN WALL OR SPANDREL PANEL FACES AND TEES AND BEAMS
e. ELSEWHERE AS NOTED ON DRAWINGS
C. STRIKE JOINTS IN TOPPING USING STRAIGHTEDGE ONLY.
A. SEAL ALL HORIZONTAL GARAGE DECKS AND RAMPS WITH THE SPECIFIED DECK SEALER AFTER
SWEEPING AND WASHING DECKS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
SEALER SHALL BE COMPATIBLE WITH CURING PRODUCT OR CURING PRODUCT SHALL BE
REMOVED AND DECK SURFACE PREPARED FOR APPLICATION OF SEALER IN ACCORDANCE
WITH THE SEALER MANUFACTURER'S INSTRUCTIONS.
B. SEAL VERTICAL FACES OF WALLS, COLUMNS AND SPANDREL PANELS A HEIGHT OF AT LEAST
3'-0 ABOVE ADJACENT DECK SURFACE.
C. APPLY THE SPECIFIED TRAFFIC COATING IN LOCATIONS SHOWN ON THE ARCHITECTURAL
DRAWINGS. TRAFFIC COATING SHALL BE COMPATIBLE WITH PREVIOUSLY APPLIED CURING
OR SEALER PRODUCTS OR PRODUCTS SHALL BE REMOVED AND DECK SURFACE PREPARED
FOR APPLICATION OF TRAFFIC COATING IN ACCORDANCE WITH THE TRAFFIC COATING
MANUFACTURER'S INSTRUCTIONS.
2. GARAGE DECK SEALER AND TRAFFIC COATINGS:
1. GARAGE DECK JOINTS: (PRECAST WITH CIP TOPPING):
05-STEEL
MINIMUM NUMBER OF BOLTS PER CONNECTION
1. STRUCTURAL STEEL:
NUMBER
OF BOLTS FRAMING MEMBER SIZES
e. WELDED CONNECTIONS:
1. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION
TESTS.
2. WELD SIZES AND LENGTHS ARE SHOWN ON THE DRAWINGS. WELD SIZES ARE THE NET
EFFECTIVE SIZE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT FAYING SURFACE.
MINIMUM FILLET WELD SIZE IS 3/16".
3. WELDS SHALL BE CONTINUOUS UNLESS SHOWN OTHERWISE.
4. GROOVE WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE.
BACKING BARS AND RUNOFF TABS SHALL BE REMOVED AFTER WELDING IS COMPLETE.
f. HEADED ANCHOR STUDS: WELD STUDS TO PLATES AND EMBEDDED ITEMS IN FABRICATOR'S
SHOP WHERE POSSIBLE. FOR COMPOSITE CONSTRUCTION, FIELD WELD CONNECTORS
THROUGH METAL DECK. PROVIDE WELDING WASHERS AT DECK GAGES LIGHTER THAN 22
GAGE. WELDS SHALL DEVELOP FULL STRENGTH OF CONNECTORS. WELDING FERRULES
MUST BE REMOVED PRIOR TO INSPECTION AND PLACEMENT OF CONCRETE.
g. ANCHOR BOLTS: PROVIDE ANCHOR BOLTS WITH HEX NUT TACK WELDED TO EMBEDDED
END OF BOLT.
E. GALVANIZING OF STEEL:
a. ALL STEEL PERMANENTLY EXPOSED TO WEATHER INCLUDING STRUCTURAL SHAPES, PLATES
AND FASTENERS SHALL BE PROTECTED BY HOT-DIP GALVANIZING OR PAINTED WITH
A HIGH PERFORMANCE PAINT SYSTEM PER PROJECT SPECIFICATIONS.
b. GALVANIZING:
i. STRUCTURAL STEEL SHAPES AND PLATES SHALL BE GALVANIZED IN ACCORDANCE
WITH ASTM A123 AND SHALL HAVE A MINIMUM COATING THICKNESS OF 3.9 MILS.
FASTENERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 AND SHALL
HAVE A MINIMUM COATING THICKNESS OF 1.7 MILS. FIELD WELDING AND OTHER
DAMAGE TO GALVANIZING SHALL BE TOUCHED UP WITH ZINC RICH PAINT WITH A
MINIMUM DRY FILM THICKNESS OF 4.0 MILS IN ACCORDANCE WITH ASTM A780.
METAL DECK PERMANENTLY EXPOSED TO WEATHER SHALL BE PROTECTED BY A
GALVANIZED FINISH (G90 THICKNESS, MINIMUM) IN ACCORDANCE WITH ASTM A653.
c. STEEL LINTELS SUPPORTING ANCHORED VENEER SHALL BE GALVANIZED UNLESS NOTED
OTHERWISE ON DRAWINGS OR IN SPECIFICATIONS.
F. FIELD MODIFICATION OF STEEL: STRUCTURAL STEEL SHALL NOT BE CUT IN FIELD OR MODIFIED
WITHOUT PRIOR APPROVAL OF THE ENGINEER. SPLICING STEEL MEMBERS IS NOT PERMITTED
EXCEPT WHERE SHOWN ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. WHERE
APPROVED, SPLICES SHALL NOT OCCUR AT LOCATIONS OF MAXIMUM STRESS AND SHALL
DEVELOP THE FULL CAPACITY OF THE MEMBER. SPLICE DETAILS SHALL BE SUBMITTED FOR
APPROVAL PRIOR TO BEGINNING THE WORK.
A. REFERENCE STANDARDS: STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED
IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION AND THE AISC CODE OF
STANDARD PRACTICE (REFERENCED EDITIONS) WITH EXCEPTIONS NOTED IN THE PROJECT
SPECIFICATIONS.
B. MATERIAL REQUIREMENTS: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING
DESIGNATIONS UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS:
a. WIDE FLANGE SHAPES: ASTM 992, GRADE 50
b. ANGLES, CHANNELS AND PLATES: ASTM A36 OR ASTM A572, GRADE 50
c. ROUND HSS SECTIONS: ASTM A500, GRADE "B" (FY=42 KSI)
d. RECTANGULAR HSS SECTIONS: ASTM A500, GRADE "B" (FY=46 KSI)
e. STRUCTURAL PIPES: ASTM A53, GRADE "B" (FY=35 KSI)
f. HIGH-STRENGTH BOLTS: ASTM A325 OR ASTM A490
g. ANCHOR BOLTS: ASTM F1554, GRADE 36 (WELDABLE)
h. HEADED ANCHOR STUDS (H.A.S.): ASTM A108 AND AWS D1.1
i. DEFORMED BAR ANCHORS (D.B.A.): ASTM A496, GRADE 70 AND AWS D1.1
j. WELDING ELECTRODES: AWS D1.1 E70 SERIES
k. GALVANIZED FINISH: ASTM A123
C. SHOP PRIMING OF STEEL: STRUCTURAL STEEL SCHEDULED TO BE SPRAYED WITH FIRE
RESISTIVE MATERIAL SHALL NOT BE SHOP PRIMED UNLESS NOTED OTHERWISE. ALL OTHER
STEEL SHALL BE PAINTED WITH FABRICATOR'S STANDARD, RUST-INHIBITING PRIMER. OMIT
PRIMER ON SURFACES ENCLOSED IN CONCRETE, SURFACES TO BE WELDED, CONTACT
SURFACES IN SLIP CRITICAL CONNECTIONS AND TOPS OF BEAMS IN COMPOSITE
CONSTRUCTION.
D. CONNECTIONS:
a. PROVIDE STANDARD SIMPLE SHEAR BEAM CONNECTIONS AS SHOWN IN THE AISC STEEL
CONSTRUCTION MANUAL (REFERENCED EDITION) SUBMITTED IN ACCORDANCE WITH THE
SPECIFICATIONS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
b. SEE SPECIFICATIONS FOR ADDITIONAL CONNECTIONS SUBMITTAL REQUIREMENTS FOR
ALTERNATE CONNECTIONS AND FOR CONNECTIONS NOT COMPLETELY DETAILED OR NOT
INDICATED ON THE DRAWINGS.
c. SELECT CONNECTIONS TO SUPPORT THE REACTIONS SHOWN ON PLANS AND DETAILS.
REACTIONS ARE GIVEN AS SERVICE LOADS USING ASD LOAD COMBINATIONS UNLESS
NOTED OTHERWISE. WHERE REACTIONS ARE NOT SHOWN, PROVIDE CONNECTIONS TO
SUPPORT A SERVICE LOAD OF 8.0 KIPS FOR ASD DESIGN OR A FACTORED LOAD OF
14.0 KIPS FOR LRFD DESIGN.
d. BOLTED CONNECTIONS:
1. MINIMUM CONNECTION REQUIREMENT: USE 3/4" DIAMETER, ASTM A325
HIGH-STRENGTH BOLTS UNLESS NOTED OTHERWISE ON DRAWINGS.
2. FOR ALL HIGH-STRENGTH BOLTED CONNECTIONS, APPROPRIATE NUTS AND
HARDENED WASHERS SHALL BE PROVIDED PER PROJECT SPECIFICATIONS.
3. ALL CONNECTIONS SHALL BE TYPE N (BEARING OR SNUG-TIGHTENED) CONNECTIONS
UNLESS NOTED ON THE DRAWINGS AS TYPE SC (SLIP CRITICAL) OR PRETENSIONED
(WITH TENSION CONTROL BOLTS).
4. PROVIDE A MINIMUM OF TWO BOLTS FOR ALL CONNECTIONS EXCEPT AS NOTED IN
THE FOLLOWING TABLE:
2
W8, W10, W12, S8, S10, S12, C8, C9, C10, C12
MC8, MC9, MC10, MC12, MC13
3 W14, W16, W18, S15, S18 C15 MC18
4 W21, W24 S20, S24
5 W27, W30
6 W33, W36
7 W40, W44
4 4
3 3
A. REFERENCE STANDARDS: STEEL DECK SHALL BE DESIGNED, FABRICATED AND ERECTED IN
ACCORDANCE WITH STANDARDS OF THE STEEL DECK INSTITUTE (SDI).
B. ALL STEEL DECK AND DECK ACCESSORIES SHALL BE FABRICATED FROM SHEET STEEL
CONFORMING TO ASTM A653 WITH G60 GALVANIZED FINISH. MINIMUM DECK YIELD STRESS
SHALL CONFORM TO THE VALUES GIVEN IN THE TABLE OF MINIMUM DECK SECTION PROPERTIES.
C. SPECIFIED STEEL DECK SHALL EXHIBIT THE FOLLOWING MINIMUM SECTION PROPERTIES:
EDIT TABLE OR ADD/DELETE DECK TYPES TO FIT PROJECT REQUIREMENTS
MINIMUM DECK SECTION PROPERTIES
DECK GAGE
(YIELD STRESS)
DECK
TYPE
USE
Sp
Ip (IN /FT) In (IN /FT)
(IN /FT)
Sn
(IN /FT)
2. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS):
3. MISCELLANEOUS STRUCTURAL STEEL:
a. STEEL DECK PROPERTIES LISTED IN TABLE ABOVE CONFORM TO DECK PRODUCED BY
VULCRAFT. STEEL DECK FROM OTHER SUPPLIERS MAY BE SUPPLIED PROVIDED SECTION
PROPERTIES ARE SIMILAR, LOAD CAPACITY IS EQUIVALENT, CONSTRUCTION SPANS ARE
EQUAL OR GREATER, AND SUBSTITUTION IS APPROVED BY THE STRUCTURAL ENGINEER.
b. THE CONTRACTOR SHALL PROVIDE ADDITIONAL SHEAR STUDS IF ALTERNATE DECK TYPE
REQUIRES MORE STUDS THAN SPECIFIED FOR COMPOSITE BEAMS TO MEET LEVEL OF
COMPOSITE ACTION ACHIEVED USING ORIGINAL DECK TYPE.
D. INSTALLATION:
a. DECKING SHALL BE 3-SPAN CONTINUOUS (FOUR SUPPORTS) AS A MINIMUM UNLESS NOTED
OTHERWISE.
b. DECK SHALL BEAR A MINIMUM OF 1-1/2" AT SUPPORTS.
c. ROOF DECK ENDLAPS SHALL BE A MINIMUM OF 2"
d. STEEL DECK SHALL BE FASTENED TO SUPPORTS PER INSTRUCTIONS ON THE PLANS OR
SPECIFICATIONS BUT NOT LESS THAN REQUIRED BY SDI.
e. DECK SHALL NOT BE SHORED DURING PLACEMENT OF CONCRETE UNLESS APPROVED BY
THE STRUCTURAL ENGINEER.
E. OPENINGS THROUGH STEEL DECK: SEE REQUIREMENTS GIVEN IN THE MISCELLANEOUS
STRUCTURAL STEEL SECTION IN THESE GENERAL NOTES.
F. HANGERS SUPPORTING DUCTWORK OR MECHANICAL EQUIPMENT SHALL NOT BE SUSPENDED
FROM STEEL ROOF DECK. ATTACH HANGERS DIRECTLY TO MAIN ROOF FRAMING OR PROVIDE
ADDITIONAL MISCELLANEOUS STEEL FRAMING CONNECTED TO MAIN ROOF FRAMING.
20 (50) 0.409 0.406 0.341 0.346
20 (50) 0.920 0.919 0.534 0.551
20 (33) 0.201 0.222 0.234 0.247
20 (33) 0.848 1.079 0.501 0.552
A. MISCELLANEOUS STRUCTURAL STEEL IS DEFINED FOR THE PURPOSE OF THIS SECTION AS
STEEL ITEMS OTHER THAN THE MAIN SUPERSTRUCTURE FRAMING (COLUMNS, BEAMS, JOISTS,
GIRDERS, TRUSSES AND LATERAL BRACING).
B. THE STEEL SUPPLIER SHALL PROVIDE ALL MISCELLANEOUS STRUCTURAL STEEL ITEMS
NECESSARY TO FULFILL THE INTENT OF THE STRUCTURAL DRAWINGS WHETHER OR NOT THE
ITEMS ARE SHOWN ON THE STRUCTURAL DRAWINGS. SUCH ITEMS MAY INCLUDE BUT ARE NOT
LIMITED TO: EDGE ANGLES, CLOSURE PLATES AND DECK SUPPORT FRAMING.
C. DECK OPENINGS: FLOOR AND ROOF OPENINGS ARE SHOWN ON ARCHITECTURAL,
STRUCTURAL, AND OTHER DISCIPLINE DRAWINGS. IF OPENINGS ARE NOT SHOWN, LOCATED
OR DIMENSIONED ON STRUCTURAL DRAWINGS, REFER TO DRAWINGS LISTED ABOVE FOR
REQUIRED INFORMATION. UNLESS OTHERWISE NOTED, ALL OPENINGS THROUGH FLOOR AND
ROOF DECK SHALL BE FRAMED USING MISCELLANEOUS STRUCTURAL STEEL FRAMES OR
REINFORCING AS FOLLOWS:
a. DECK SUPPORTING CONCRETE:
1. FOR OPENINGS WITH THE LARGEST DIMENSION LESS THAN 24", PROVIDE 1-#5 BAR IN
CONCRETE ABOVE DECK FLUTES ON EACH SIDE OF OPENING. EXTEND REINFORCING A
MINIMUM OF 24" BEYOND EDGES OF OPENING OR PROVIDE A STANDARD HOOK.
OPENINGS SHALL BE SPACED A MINIMUM OF 24" CLEAR. IF SPACING REQUIREMENT
CANNOT BE MET, THE OPENINGS SHALL BE CONSIDERED AS ONE LARGE OPENING AND
A STEEL FRAME AROUND OPENINGS SHALL BE PROVIDED AS DESCRIBED BELOW.
2. FOR ALL OTHER OPENINGS, PROVIDE A STEEL FRAME AROUND OPENING PER TYPICAL
OPENING FRAME DETAIL PROVIDED ON STRUCTURAL DRAWINGS.
b. ROOF DECK (NO CONCRETE TOPPING):
1. NO ADDITIONAL DECK SUPPORT FRAMING IS REQUIRED FOR OPENINGS WITH THE
LARGEST DIMENSION LESS THAN OR EQUAL TO 10". OPENINGS IN THIS CATEGORY
MUST BE SPACED A MINIMUM OF 24" APART (CLEAR) WHEN OPENINGS ARE NOT
ALIGNED PARALLEL TO DIRECTION OF FLUTES. IF SPACING REQUIREMENT CANNOT
BE MET, THE OPENINGS SHALL BE CONSIDERED AS ONE LARGE OPENING AND A DECK
SUPPORT FRAME SHALL BE PROVIDED AS DESCRIBED BELOW.
2. FOR ALL OTHER OPENINGS, PROVIDE A STEEL FRAME AROUND OPENINGS PER TYPICAL
OPENING FRAME DETAIL PROVIDED ON STRUCTURAL DRAWINGS.
ROOF DECK
COMPOSITE
DECK
2 VLI
3 VLI
1.5B
3N
A. STRUCTURAL STEEL NOTED AS AESS ON THE STRUCTURAL DRAWINGS SHALL BE CLASSIFIED
AS CATEGORY 1 UNLESS OTHERWISE SPECIFIED. REFER TO PROJECT SPECIFICATIONS FOR
DETAILING, FABRICATION AND ERECTION REQUIREMENTS FOR AESS.
B. FABRICATION OF AESS SHALL HAVE WELDS GROUND SMOOTH, MILL MARKS REMOVED AND
PIECE MARKS HIDDEN. SURFACE PREPARATION SHALL CONFORM TO SSPC SP-3 POWER TOOL
CLEANING.
C. UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, FIELD WELDS EXPOSED TO VIEW SHALL
BE MADE CONTINUOUS AND GROUND SMOOTH WITH BACKING BARS AND RUNOFF TABS REMOVED.
4. STEEL DECK:
A. UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL DRAWINGS OR PROJECT SPECIFICATIONS, ANCHOR
BRICK OR STONE VENEER TO BACKING AS DESCRIBED IN THE FOLLOWING PARAGRAPHS.
B. ANCHORS: VENEER ANCHORS SHALL BE ADJUSTABLE, TWO-PIECE ANCHORS WITH A MINIMUM W1.7 WIRE
SIZE. SUBMIT ANCHOR INFORMATION TO ARCHITECT FOR REVIEW AND APPROVAL.
C. ANCHOR SPACING: LOCATE ANCHORS AT THE FOLLOWING MAXIMUM SPACING:
a. UNLESS OTHERWISE DIRECTED BY THE FOLLOWING PARAGRAPHS, LOCATE ANCHORS AT 24" ON
CENTER VERTICAL AND 16" ON CENTER HORIZONTAL MAXIMUM SPACING.
b. FOR SEISMIC DESIGN CATEGORIES D, E AND F: LOCATE ANCHORS AT 16" ON CENTER VERTICALLY
AND 16" ON CENTER HORIZONTALLY MAXIMUM SPACING.
c. REFER TO SECTION 01-GENERAL REQUIREMENTS, PARAGRAPH 6.F IN THE GENERAL NOTES FOR
SEISMIC DESIGN CATEGORY.
D. BACKING SUPPORT OF VENEER: COLD-FORMED FRAMING USED AS BACKING FOR ANCHORED VENEER
SHALL BE 18 GAGE MINIMUM, GALVANIZED, SPACED AT 16" ON CENTER. SCREWS USED TO FASTEN
ANCHORS TO STUDS SHALL HAVE A MINIMUM SHANK DIAMETER OF 0.190".
E. RELIEF ANGLE SUPPORTS: UNLESS SHOWN OTHERWISE ON THE DRAWINGS, STEEL RELIEF ANGLES
SHALL BE GALVANIZED AND HAVE A MINIMUM LEG THICKNESS OF 3/8". PROVIDE A MINIMUM CLEAR GAP OF
3/8" BETWEEN BOTTOM OF ANGLE AND TOP OF VENEER BELOW.
2. ANCHORED VENEER:
STRUCTURAL GENERAL NOTES
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:22 PM
S-002
STRUCTURAL GENERAL NOTES
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
THICKNESS
PROVIDED
SCHEDULE OF FIRE PROTECTION PROVISIONS
NOTES:
1. PROTECT STRUCTURAL STEEL FRAMING (COLUMNS, BEAM, GIRDERS, SPANDREL BEAMS) WITH SPRAY-APPLIED
FIRE RESISTIVE MATERIALS, GYP-BOARD ASSEMBLIES OR INTUMESCENT PAINT PER ARCHITECTURAL PLANS AND
SPECIFICATIONS. SPRAY-APPLIED FIRE RESISTIVE MATERIAL SHALL HAVE A MINIMUM AVERAGE DENSITY OF 15 PCF
AND SHALL BE APPLIED WITH A MINIMUM THICKNESS TO PROVIDE THE FIRE RESISTIVE RATING PERIOD REQUIRED.
FLOOR SLAB 2-HOUR N.W. 4-1/2" 4-1/2" NA NA D916 RESTRAINED
GARAGE FLOOR
SLAB
2-HOUR N.W.
VARIES,
5"
MINIMUM
5" 1-1/2" 2-1/2" J942 RESTRAINED
1-3 HOURS N.W. 1-1/2" NA NA
1-3 HOURS N.W. NA 1-1/2" 3" RESTRAINED
PRECAST WALLS 3-HOUR N.W. 5.7" 3/4" NA NA
IBC TABLE
721.1 (2)
N901, N902,
N903
IBC TABLE
721.1(1)
NORMAL-WEIGHT
CONCRETE TOPPING
ON PRECAST
CONCRETE FRAMING
PRECAST
COLUMNS
PRECAST IT-BEAMS,
L-BEAMS,
RECTANGULAR BEAMS
STRUCTURAL
FRAME
STRUCTURAL
FRAME
STRUCTURAL
FRAME
NORMAL-WEIGHT
CONCRETE ON
COMPOSITE
STEEL DECK
SEE
PLANS
SEE
PLANS
SEE
PLANS
12" OR
LARGER
LOCATION/
DESCRIPTION
ZONE
10
120
0
125
40
130
WIND SUCTION
WIND PRESSURE 24.1 PSF
ROOF AT
EDGES
ROOF NOT AT
EDGES/CORNERS
2
ROOF AT
CORNERS
3
WALLS NOT AT
CORNERS
4
WALLS AT
CORNERS
5
44.0 PSF
CLAY SAND & GRAVEL CLAYSTONE
COHESION, c (PSI)
DENSITY (PCF)
SOIL TYPE
DESIGN
PARAMETER
OVERBURDEN SOILS
(ABOVE BEDROCK)
BEDROCK
INTERNAL FRICTION
ANGLE, phi (DEGREES)
STRAIN AT 50% OF PEAK
SHEAR STRENGTH, e (IN/IN)
INITIAL MODULUS OF
HORIZONTAL SUBGRADE
REACTION, k (PCI)
INITIAL MODULUS OF HORIZONTAL
SUBGRADE REACTION FOR
CYCLIC LOADING, k (PCI)
1
50
S
C
F. DESCRIPTION OF LATERAL LOAD-RESISTING SYSTEM:
a. THE LATERAL LOAD-RESISTING ELEMENTS THAT PROVIDE LATERAL STRENGTH AND
STABILITY OF THE COMPLETED STRUCTURE ARE AS FOLLOWS:
1. CONCRETE SHEAR WALLS (CAST-IN-PLACE OR PRECAST CONCRETE)
b. THE DIAPHRAGM ELEMENTS WITHIN THE LATERAL LOAD-RESISTING SYSTEM ARE AS FOLLOWS:
1. STEEL ROOF DECK, INCLUDING THE CONNECTIONS OF THE STEEL DECK TO THE LATERAL
LOAD-RESISTING ELEMENTS.
2. CONCRETE ROOF AND FLOOR SLABS COMPRISED OF CONCRETE TOPPING OVER PRECAST
FLOOR FRAMING INCLUDING CONNECTIONS BETWEEN PRECAST FRAMING, AND CONNECTIONS
OF THE SLABS TO THE LATERAL LOAD-RESISTING ELEMENTS.
c. SEE DETAILS FOR SPECIAL ERECTION CONSIDERATIONS AND LATERAL LOAD-RESISTING SYSTEM
COMPONENTS NOT LISTED HERE.
d. TEMPORARY BRACING: DURING BUILDING ERECTION, THE STEEL ERECTOR SHALL DETERMINE,
FURNISH AND INSTALL ALL TEMPORARY SUPPORTS AND BRACING NECESSARY FOR LATERAL
STABILITY OF THE SUPERSTRUCTURE UNTIL THE LATERAL LOAD-RESISTING ELEMENTS AND
DIAPHRAGMS ARE IN PLACE AND ALL CONNECTIONS ARE COMPLETE.
5. DESIGN LOAD CRITERIA:
a. ALL PARAPETS AND OTHER FEATURES WITH WIND EXPOSURE ON OPPOSITE SIDES SHALL BE
DESIGNED FOR ± 78.8 PSF.
b. CANOPIES AND OVERHANGS: REFER TO ASCE 7 FOR DESIGN PROCEDURES TO DETERMINE
COMPONENT AND CLADDING WIND LOADING REQUIREMENTS.
G. SPECIAL LOAD REQUIREMENTS ARE DESCRIBED IN PLAN NOTES OR SPECIFIC LOCATIONS ON THE
CONTRACT DRAWINGS.
NOTES:
1. VALUES GIVEN ABOVE ARE FOR EFFECTIVE WIND AREAS OF 10 SQUARE FEET OR LESS. VALUES MAY
BE REDUCED FOR AREAS GREATER THAN 10 SQUARE FEET IN ACCORDANCE WITH PROCEDURES
GIVEN IN ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES".
2. VALUES GIVEN ABOVE WERE DETERMINED AT A MEAN ROOF HEIGHT OF 26.0 FT. WIND PRESSURE
VALUES MAY BE REDUCED FOR COMPONENTS AT LOWER ELEVATIONS IN ACCORDANCE WITH
PROCEDURES GIVEN IN ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES".
3. PRESSURE INDICATES LOAD ACTING TOWARDS SURFACES. SUCTION INDICATES LOAD ACTING AWAY
FROM SURFACES.
4. REFER TO ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", TABLE 30.7-2,
FOR DEFINITION OF ZONES.
5. THE VALUES ABOVE DO NOT APPLY TO CHIMNEYS, TANKS, ROOFTOP EQUIPMENT, SIGNS OR OTHER
SIMILAR STRUCTURES.
6. CLADDING AND COMPONENTS SHALL BE DESIGNED FOR MAXIMUM PRESSURE AND SUCTION ACTING
INDEPENDENTLY.
A. GEOTECHNICAL REPORT: FOUNDATION DESIGN CRITERIA WAS TAKEN FROM RECOMMENDATIONS SET
FORTH IN GEOTECHNICAL REPORT NO. 2014-5072 BY TERRACON CONSULTANTS INC., DATED JAN. 20 2015.
B. ALLOWABLE DRILLED PIER SOIL CAPACITIES USED FOR DESIGN:
END BEARING . . . . . . . . . . . . . . . . . . .
SIDE SHEAR (DOWNWARD LOADS) . . . . . . . .
SIDE SHEAR (UPWARD LOADS) . . . . . . . . . .
C. ALLOWABLE DRILLED PIER SOIL CAPACITIES USED FOR DESIGN:
D. MODULUS OF SUBGRADE REACTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSI
E. LATERALLY LOADED PIER DESIGN CRITERIA:
1. FOUNDATION DESIGN CRITERIA:
02-FOUNDATION CONSTRUCTION
F. LATERAL EARTH PRESSURE FOR ON-SITE SOIL MATERIAL (DOES NOT INCLUDE HYDROSTATIC OR
SURCHARGE LOADS):
AT-REST CONDITION . . . . . . . . . . . . . . . . . . . . .
ACTIVE CONDITION . . . . . . . . . . . . . . . . . . . . . .
PASSIVE CONDITION . . . . . . . . . . . . . . . . . . . .
G. MINIMUM FROST DEPTH IS 30 INCHES.
35 PCF
56 PCF
480 PCF
A. DRILLED PIERS SHALL BE CONSTRUCTED USING DRY EXCAVATION METHODS. SLURRY EXCAVATION
METHODS SHALL NOT BE USED WITHOUT APPROVAL FROM ARCHITECT, STRUCTURAL ENGINEER AND
GEOTECHNICAL ENGINEER.
B. STABILIZE PIER EXCAVATION SIDEWALLS USING TEMPORARY STEEL CASING AS REQUIRED. STEEL CASING
SHALL BE REMOVED DURING CONCRETE PLACEMENT AND OBSERVED BY THE GEOTECHNICAL ENGINEER.
C. INSIDE DIAMETER OF CASING SHALL NOT BE LESS THAN THE SPECIFIED PIER DIAMETER.
D. CONSTRUCT SHEAR RINGS OVER LENGTH OF PIER IN BEDROCK. SEE STANDARD DRILLED PIER DETAIL
FOR ADDITIONAL INFORMATION. INSTALLATION OF SHEAR RINGS SHALL BE OBSERVED AND APPROVED BY
THE GEOTECHNICAL ENGINEER.
E. IF REQUIRED, SPLICE PIER REINFORCING USING CLASS B LAP SPLICE. DO NOT SPLICE VERTICAL
REINFORCING WITHIN THE TOP 30' OF PIER LENGTH. LONGITUDINAL PIER REINFORCING SHALL EXTEND
THE FULL LENGTH OF PIER. UNLESS NOTED OTHERWISE ON PLANS OR DETAILS, REINFORCING SHALL
NOT TERMINATE HIGHER THAN 18" FROM BOTTOM OF EXCAVATION.
F. MINIMUM PIER PENETRATION INTO BEDROCK IS 10'-0" FEET.
2. DRILLED PIERS:
03-CONCRETE
F1
F0
P1
P0
C1
C0
S0
S0
NW
NW
4,000
4,000
FOUNDATIONS (WALLS, GRADE BEAMS, PILASTERS, PIER CAPS)
DRILLED PIERS
DESCRIPTION OF CONCRETE USE
CONCRETE
TYPE
D. DURABILITY REQUIREMENTS: CONCRETE MIXES USED ON THE PROJECT SHALL BE PROPORTIONED TO
SATISFY THE FOLLOWING DURABILITY REQUIREMENTS:
F0 P0 C1
DESCRIPTION OF CONCRETE
USE AND / OR EXPOSURE
FREEZE-THAW
(ACI 318, 4.2.1)
PERMEABILITY
(ACI 318, 4.2.1)
CHLORIDES
(ACI 318, 4.2.1)
SULFATES
(ACI 318, 4.2.1)
EXTERIOR EXPOSURE
(FLOORS, ROOFS)
PARKING GARAGE
(ALL CONCRETE)
28-DAY
COMPRESSIVE
STRENGTH (PSI)
INTERIOR SLABS-ON-GRADE NW 3,500
PARKING GARAGE SLABS-ON-GRADE NW 4,500
NORMAL WEIGHT TOPPING ON METAL DECK NW 3,500
PARKING GARAGE TOPPING ON PRECAST TEES NW 5,000
ALL OTHER CONCRETE NW 4,000
NOTES:
1. NORMAL WEIGHT CONCRETE (NW): 145 PCF, STONE AGGREGATE.
2. LIGHT-WEIGHT CONCRETE (LW): 110 PCF, LIGHT-WEIGHT COARSE AGGREGATE.
FOUNDATIONS (PIERS, WALLS,
GRADE BEAMS)
INTERIOR EXPOSURE
(ALL CONCRETE)
EXTERIOR EXPOSURE
(VERTICAL CONCRETE ONLY)
F2 P1 C1 S0
F3 P1 C2 S0
NOTES:
1. REFER TO ACI 318, CHAPTER 4 DEFINITION OF EXPOSURE CLASSIFICATIONS.
2. CONCRETE USED IN POST-TENSIONED CONCRETE IN ANY EXPOSURE CLASSIFICATION SHALL BE
LIMITED TO A CHLORIDE ION CONTENT OF 0.06% OR LESS (ACI 318.4.3.1).
3. BUILDING PAD PREPARATION:
A. ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS AND GEOTECHNICAL REPORT. ALL EXCAVATION AND BACKFILL OPERATIONS SHALL BE
OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER.
B. OVEREXCAVATE BUILDING SITE TO A DEPTH OF X.XX FT. FROM THE PROPOSED FINISHED FLOOR ELEVATION,
OR, X.XX FEET BELOW THE BOTTOM OF FOOTINGS. BACKFILL WITH RECONDITIONED, ON-SITE SOIL
MATERIAL (IMPORTED, STRUCTURAL FILL MATERIAL) AND COMPACT IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS. FILL MATERIAL MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
PLACEMENT.
C. UNSUITABLE SOILS ENCOUNTERED AT THE BOTTOM OF THE SPECIFIED EXCAVATION SHALL BE REMOVED
AND REPLACED WITH STRUCTURAL FILL COMPACTED PER PARAGRAPH B ABOVE.
D. DO NOT EXCAVATE BELOW THE BOTTOM OF EXISTING FOOTINGS. EXCAVATIONS ADJACENT TO EXISTING
FOOTINGS SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER.
E. PLACE X" THICK LAYER OF IMPERVIOUS SOIL MATERIAL OVER BACKFILL. REFER TO PROJECT
SPECIFICATIONS FOR DESCRIPTION OF SOIL MATERIAL AND COMPACTION REQUIREMENTS.
F. ROUGH GRADE TOP OF SUBGRADE TO +0",-1.5" TOLERANCE FROM SPECIFIED ELEVATION.
4. SLAB-ON-GRADE AND FOUNDATION CONSTRUCTION REQUIREMENTS
A. VOID SPACES: PROVIDE A MINIMUM 4" HIGH, CONTINUOUS VOID SPACE BENEATH ALL FOUNDATION WALLS,
GRADE BEAMS, PIER CAPS, ETC.
B. PROVIDE A GRANULAR SUB-BASE MATERIAL BELOW SLABS-ON-GRADE IN ACCORDANCE WITH THE PLANS
AND PROJECT SPECIFICATIONS. FINE GRADE TOP OF SUB-GRADE TO +0",-3/4" FROM SPECIFIED ELEVATION.
C. VAPOR BARRIER: PROVIDE A VAPOR BARRIER ON TOP OF SUB-BASE AND DIRECTLY BELOW THE
SLAB-ON-GRADE AT FLOORS SCHEDULED TO BE FINISHED WITH WATER-SENSITIVE FINISHES. REFER TO THE
PROJECT SPECIFICATIONS FOR A DESCRIPTION OF THE VAPOR BARRIER MATERIAL.
D. ISOLATION JOINTS: PROVIDE 3/8" WIDE ISOLATION JOINT AT THE EDGES OF ALL SLABS-ON-GRADE
ABUTTING VERTICAL CONSTRUCTION (COLUMNS, WALLS, GRADE BEAMS, ETC.)
E. SLIP JOINTS: PROVIDE SLIP JOINTS AT THE TOP OF ALL PARTITION WALLS SUPPORTED BY THE
SLAB-ON-GRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
F. PERIMETER DRAIN: PROVIDE A PERIMETER DRAIN AROUND THE BUILDING IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION. FOUNDATION WALLS HAVE NOT BEEN DESIGNED TO RESIST HYDROSTATIC PRESSURE.
A. ALL CONCRETE WORK INCLUDING FABRICATION AND PLACEMENT OF REINFORCING SHALL BE PERFORMED
IN ACCORDANCE WITH REQUIREMENTS GIVEN IN ACI 318 AND ACI 301 (REFERENCED EDITIONS) EXCEPT AS
MODIFIED BY THE PROJECT CONTRACT DOCUMENTS.
B. CONCRETE MIXES SHALL SATISFY THE REQUIREMENTS GIVEN IN THE PROJECT SPECIFICATIONS.
C. CONCRETE STRENGTH: CONCRETE MIXES USED ON THE PROJECT SHALL ATTAIN 28-DAY COMPRESSIVE
STRENGTHS AS FOLLOWS:
1. CAST-IN-PLACE CONCRETE:
CONCRETE STRENGTH=5000 psi
CONCRETE STRENGTH=4000 psi CONCRETE STRENGTH=4500 psi
BAR
CASE
SIZE
BAR
CASE
SIZE
BAR
CASE
SIZE
NOTES:
1. UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE
CONTRACT DRAWINGS, USE THE MINIMUM LENGTH FOR A
CLASS B LAP SPLICE OR THE MINIMUM DEVELOPMENT
LENGTH INDICATED IN THE TABLES ABOVE MULTIPLIED
BY THE APPLICABLE FACTOR(S) LISTED BELOW.
2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN
12 INCHES OF CONCRETE CAST BELOW THE BARS.
3. WHERE THE CLEAR SPACING BETWEEN BARS LAP
SPLICED OR EMBEDDED AT ANY SECTION IS LESS THAN
2 BAR DIAMETERS, OR WHERE THE BAR COVER IS LESS
THAN OR EQUAL TO THE BAR DIAMETER. INCREASE THE
TABULATED BAR SPLICE OR DEVELOPMENT LENGTH
BY 50%.
4. TABLE IS FOR 1 OR 2 BAR BUNDLES ONLY. FOR
DEVELOPMENT LENGTHS AND TENSION LAP SPLICE
LENGTHS OF BUNDLED BARS REFER TO ACI 318-11,
12.4 OR CONTACT THE STRUCTURAL ENGINEER.
5. MECHANICAL COUPLERS MAY BE SUBSTITUTED FOR
TENSION LAP SPLICED BARS PROVIDED THAT THEY
MEET THE REQUIREMENTS OF ACI 318-11, 12.14.
#3 17 13 22 17
#4 23 17 29 23
#5 28 22 36 28
#6 34 26 43 34
#7 49 38 63 49
#8 56 43 72 56
#9 63 48 81 63
#10 70 54 92 70
#11 78 60 102 78
TOP
BARS
OTHER
BARS
CLASS B
LAP
TOP
BARS
OTHER
BARS
#3 18 14 23 18
#4 24 18 31 24
#5 30 23 38 30
#6 35 27 46 35
#7 51 40 67 51
#8 59 45 76 59
#9 66 51 86 66
#10 74 57 96 74
#11 82 64 107 82
#3 19 15 24 19
#4 25 19 33 25
#5 31 24 41 31
#6 37 29 49 37
#7 54 42 71 54
#8 62 48 81 62
#9 70 54 91 70
#10 79 61 102 79
#11 87 67 113 87
DEVELOPMENT
LENGTH OR
CLASS A LAP
DEVELOPMENT
LENGTH OR
CLASS A LAP
CLASS B
LAP
TOP
BARS
OTHER
BARS
TOP
BARS
OTHER
BARS
CLASS B
LAP
DEVELOPMENT
LENGTH OR
CLASS A LAP
TOP
BARS
OTHER
BARS
TOP
BARS
OTHER
BARS
L. WELDING OF REINFORCING IS NOT ALLOWED UNLESS DETAILED OR AUTHORIZED BY THE STRUCTURAL
ENGINEER.
M. PLACING OF REINFORCING:
a. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON
PLANS AND TO MAINTAIN REQUIRED CONCRETE COVER.
b. PROVIDE ADDITIONAL BARS AND SUPPORTS AS NECESSARY TO SECURE REINFORCING IN PLACE
DURING CONCRETE PLACEMENT.
c. ALL STIRRUPS SHALL HAVE A #3 SPACER BAR AT ALL CORNERS OVER LENGTH OF STIRRUP SPACING
WHERE NO OTHER LONGITUDINAL REINFORCING BAR IS PRESENT.
d. WET-STABBING OF REINFORCING OR EMBEDS INTO PREVIOUSLY PLACED CONCRETE IS NOT
ALLOWED.
N. CONTROL JOINTS IN CONCRETE:
a. PROVIDE CONTROL JOINTS IN CONCRETE WALLS AT A MAXIMUM SPACING OF 30'-0 ON CENTER. SEAL
CONTROL JOINTS EXPOSED TO EARTH OR WEATHER WITH JOINT SEALANT.
b. PROVIDE CONTROL JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPACING OF 12'-0 ON CENTER UNLESS
OTHERWISE SHOWN ON PLAN OR IN DETAILS. COORDINATE JOINT LOCATIONS WITH FLOOR FINISHES
AND LOCATE JOINTS AT COLUMN CENTERLINES, AT ENDS AND CORNERS OF WALLS, RE-ENTRANT
CORNERS AND LOCATIONS PRONE TO CRACKING WHERE POSSIBLE. CONTRACTOR SHALL SUBMIT A
PLAN LOCATING CONTROL JOINTS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO
PROCEEDING WITH THE WORK.
O. CONSTRUCTION JOINTS:
a. LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT LOCATIONS WHERE POSSIBLE. MAINTAIN
REQUIRED CONCRETE COVER.
b. SLABS, BEAMS, AND JOISTS SHALL NOT HAVE CONSTRUCTION JOINTS IN A HORIZONTAL PLANE. ANY
STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND
HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS
DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
c. FOR CONCRETE POURED ON METAL DECK, LOCATE CONSTRUCTION JOINTS FIVE FEET FROM THE
CENTERLINE OF PARALLEL STEEL BEAMS OR GIRDERS, OR, HALFWAY BETWEEN ADJACENT BEAMS,
WHICH EVER IS LESS.
d. ALL REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS, OR, PROVIDE DOWEL
BAR SPLICERS CAPABLE OF DEVELOPING THE STRENGTH OF THE REINFORCING. LAP SPLICE DOWEL
BAR EXTENSION AND DOWEL BAR SPLICER TO REINFORCING USING CLASS 'B' LAP SPLICES.
P. CONCRETE TOLERANCES: TOLERANCES SHALL CONFORM TO REQUIREMENTS GIVEN IN ACI 117 AND THE
FOLLOWING ADDITIONAL REQUIREMENTS:
a. ALIGNMENT OF WALLS AND COLUMNS:
1. FOR HEIGHTS 100 FEET OR LESS ADJACENT TO STONE OR BRICK VENEER. +0.50" OR -0.50" FROM
THEORETICAL PLAN LOCATION.
2. ALIGNMENT DIFFERENCE BETWEEN ADJACENT STORIES SHALL NOT EXCEED 0.50".
b. ALIGNMENT OF WALLS SUPPORTING STRUCTURAL STEEL OR PRECAST FRAMING:
1. FOR HEIGHTS 100 FEET OR LESS: ± 0.75" FROM THEORETICAL PLAN LOCATION.
2. ALIGNMENT DIFFERENCE BETWEEN ADJACENT STORIES SHALL NOT EXCEED 0.50".
c. LATERAL ALIGNMENT
1. EDGES OF SLABS ON BEAMS ADJACENT TO STONE OR BRICK VENEER: +0.50", -0.75"
2. EDGES OF SLABS AND BEAMS SUPPORTING STRUCTURAL STEEL OR PRECAST
FRAMING: +0.75, -1.00"
3. ALIGNMENT DIFFERENCE BETWEEN EDGES OF ADJACENT STORIES SHALL NOT EXCEED 0.50".
d. LEVEL L ALIGNMENT:
1. ELEVATION OF TOP OF SLABS POURED ON METAL DECK.
i AT COLUMNS, WALLS AND OTHER VERTICAL SUPPORTS: +0.75", -0.75" FROM SPECIFIED
ELEVATION.
ii OVER FLOOR FRAMING: SET SCREEDS AND ADJUST AS REQUIRED TO ACHIEVE SPECIFIED
UNIFORM SLAB THICKNESS OVER BEAMS, ALLOWING FOR BEAM CAMBER AND DEFLECTION.
ADDITIONAL SLAB THICKNESS BETWEEN BEAMS DUE TO DEFLECTION OF METAL DECK IS
ACCEPTABLE.
Q. CONCRETE PLACEMENT:
a. CONSOLIDATE ALL CONCRETE DURING PLACEMENT AND THOROUGHLY WORK AROUND REINFORCING
AND EMBEDDED ITEMS AND INTO CORNERS OF FORMS FOLLOWING ACI
RECOMMENDATIONS.
b. WHEN CONCRETE PLACEMENT IS INTERRUPTED, NOTIFY THE STRUCTURAL ENGINEER FOR
RECOMMENDATIONS. UNLESS DIRECTED OTHERWISE, PROVIDE A CONSTRUCTION JOINT BY
ROUGHENING THE CONCRETE SURFACE TO AN AMPLITUDE OF 1/4". COAT THE JOINT SURFACE WITH
SPECIFIED BONDING AGENT PRIOR TO POURING THE CONCRETE.
i. AT ENDS OF BEAMS, SLABS, JOINTS, WALLS AND GRADE BEAMS, TERMINATE TOP REINFORCING
WITH STANDARD HOOKS UNLESS SHOWN OTHERWISE ON PLANS OR DETAILS.
j. REINFORCING AROUND OPENINGS IN WALLS AND FLOORS: UNLESS NOTED OTHERWISE ON PLAN OR
IN DETAILS, PROVIDE 2-#5 BARS (ONE BAR EACH FACE) AT EACH SIDE OF OPENING (CIRCULAR
OPENINGS SHALL BE CONSIDERED SQUARE WITH EQUIVALENT OPENING WIDTH EQUAL TO
DIAMETER OF CIRCULAR OPENING). EXTEND #5 BARS PAST EDGES OF OPENING A DISTANCE OF 24".
EXCEPTIONS: RECTANGULAR OPENINGS WITH THE LARGEST OPENING DIMENSION LESS THAN 8"
AND CIRCULAR OPENINGS LESS THAN 8" IN DIAMETER DO NOT NEED ADDITIONAL REINFORCING
AS DESCRIBED ABOVE. MULTIPLE OPENINGS SHALL BE SPACED A MINIMUM OF 32" (CLEAR)
APART TO QUALIFY FOR THIS EXCEPTION.
WHERE UNIFORMLY SPACED WALL OR SLAB REINFORCING IS INTERRUPTED BY THE OPENING,
PROVIDE ADDITIONAL REINFORCING AT EACH EDGE EQUAL TO HALF THE AREA OF INTERRUPTED
REINFORCING. SIZE OF ADDITIONAL BARS AT EACH EDGE SHALL MATCH THE SIZE OF INTERRUPTED
REINFORCING. SPACE THE ADDITIONAL BARS AT 3" ON CENTER STARTING 1" FROM THE SIDE OF THE
OPENING AND EXTEND THE BARS PAST THE EDGES OF THE OPENING THE LENGTH OF A CLASS 'B'
SPLICE.
A. ALL CONCRETE AND MILD REINFORCING MATERIALS USED IN POST-TENSIONED CONCRETE
CONSTRUCTION SHALL CONFORM TO REQUIREMENTS GIVEN IN ACI 318, ACI 301
(REFERENCED EDITIONS) AND THE REQUIREMENTS GIVEN IN PARAGRAPH 1 ABOVE.
B. THE DESIGN OF CONNECTIONS SHALL BE IN ACCORDANCE WITH ACI 318 AND PCI DESIGN HANDBOOK-
PRECAST AND PRESTRESSED CONCRETE.
C. THE PRECAST MANUFACTURER SHALL SUPPLY ALL PRECAST MEMBERS NECESSARY TO FULLY
CONSTRUCT THE COMPLETED STRUCTURE AS SHOWN IN THE CONTRACT DOCUMENTS.
D. THE PRECAST MANUFACTURER SHALL DESIGN ALL PRECAST COMPONENTS AND CONNECTIONS TO
ADEQUATELY WITHSTAND AND SUPPORT LOADS, FORCES AND MEMBER WEIGHTS SHOWN IN THE
CONTRACT DOCUMENTS.
E. THE PRECAST MANUFACTURER SHALL SUPPLY ALL NECESSARY CONNECTION HARDWARE AND
ACCESSORIES TO ERECT AND PLACE PRECAST MEMBERS IN THEIR FINAL POSITION AND PROPERLY
TRANSFER ALL LOADS FROM THE MEMBERS INTO SUPPORTING ELEMENTS. THE DESIGN OF
CONNECTIONS AND SUPPORT OF PRECAST MEMBERS SHALL NOT OVERLOAD NOR CAUSE DISTORTION
OF THE SUPPORTING ELEMENTS.
F. THE CONTRACTOR AND PRECAST MANUFACTURER SHALL JOINTLY PROVIDE TEMPORARY BRACING OF
THE PRECAST STRUCTURE AS REQUIRED TO PROVIDE STRUCTURAL STABILITY UNTIL THE LATERAL LOAD
RESISTING SYSTEM IS COMPLETE AND ALL CONNECTIONS ALONG WITH CONCRETE TOPPING (IF ANY)
ARE COMPLETED, INSPECTED AND ACCEPTED.
G. THE STRUCTURE IS DESIGNED FOR ITS COMPLETED SERVICE CONDITION. THE CONTRACTOR AND
PRECAST MANUFACTURER ARE JOINTLY RESPONSIBLE FOR MEMBER DESIGN TO WITHSTAND
HANDLING AND ERECTION FORCES.
H. THE PRECAST MANUFACTURER SHALL PROVIDE ALL PLATES EMBEDDED IN CAST-IN-PLACE CONCRETE
REQUIRED TO SUPPORT AND TRANSFER FORCES FROM PRECAST ELEMENTS. ADDITIONAL EMBED PLATES
NECESSARY TO MAINTAIN POSITION AND STABILITY OF PRECAST ELEMENTS SHALL BE PROVIDED BY THE
PRECAST MANUFACTURER. ALL WELDING OF HEADED ANCHOR STUDS AND DEFORMED ANCHORS SHALL
BE CAPABLE OF DEVELOPING THE STRENGTH OF THE ANCHOR.
I. FIRE RATING OF PRECAST ELEMENTS: PROVIDE PRECAST ELEMENTS AND ASSEMBLIES WITH
FIRE RESISTIVE RATINGS EQUAL TO THE REQUIREMENTS GIVEN IN PARAGRAPH 5 - BUILDING
CONSTRUCTION INFORMATION, PART B. PROTECT STEEL SEATS SUPPORTING PRECAST CONSTRUCTION
WITH SPRAY-APPLIED FIRE-RESISTIVE MATERIALS.
J. CONNECTIONS FOR ANY PRECAST ELEMENT SUBJECT TO THERMAL EXPANSION AND CONTRACTION SHALL
BE DESIGNED TO PROVIDE FOR MOVEMENT OF THE ELEMENT WITHOUT DAMAGE OR DISTRESS TO THE
ELEMENT, CONNECTION OR SUPPORTING STRUCTURE.
K. PRODUCT MATERIAL REQUIREMENTS:
a. PRESTRESS REINFORCING SHALL BE LOW-RELAXATION, 7-WIRE STRAND (GRADE 270) CONFORMING TO
THE REQUIREMENTS OF ASTM A416.
b. REINFORCING TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706, GRADE 60.
c. BEARING PADS:
1. DOUBLE TEES: R.O.F. BEARING PADS, SIZE AS REQUIRED (3/8" THICK x4"x0'-6 MINIMUM).
2. BEAMS: COTTON DUCK BEARING PADS, SIZE AS REQUIRED (1/2" THICK MINIMUM).
3. SPANDREL PANELS: COTTON DUCK BEARING PADS, SIZE AS REQUIRED (1/2" THICK MINIMUM).
4. SLABS AND PLANK: 1/8" THICK BY 2" WIDE CONTINUOUS TEMPERED HARDBOARD, KOROLATH OR
APPROVED EQUAL
5. ALL R.O.F. PADS SHALL BE MASTICORD OR APPROVED EQUAL
L. CONNECTION REQUIREMENTS:
a. UNLESS SHOWN OTHERWISE, CONNECT ALL PRECAST FLOOR AND ROOF MEMBERS TO ADJACENT
WALLS, BEAMS AND SPANDRELS AT 5'-0 ON CENTER MAXIMUM. MINIMUM CONNECTION CAPACITY
SHALL BE 12 KIPS IN SHEAR AND TENSION, ACTING SIMULTANEOUSLY, UNLESS NOTED OTHERWISE.
b. PROVIDE STEEL LEVELING ANCHORAGES AT 8'-0 ON CENTER MAXIMUM IN ALL TEE AND SLAB EDGES.
ANCHORS IN TEES AND SLABS SHALL BE BROUGHT TOGETHER AND WELDED TO ELIMINATE
DIFFERENTIAL CAMBER.
c. ALL CONNECTIONS SHALL BE CONCEALED UNLESS SHOWN OTHERWISE OR PERMANENTLY
COVERED BY OTHER WORK.
d. COAT ALL CONNECTIONS IN CONTACT WITH EARTH WITH BITUMINOUS PAINT.
e. COAT ALL FINISHED CONNECTIONS IN GARAGE CONSTRUCTION WITH PRIMER AND HIGH PERFORMANCE
PAINT SYSTEM APPROVED BY THE ARCHITECT AND ENGINEER. ALTERNATIVELY, PROVIDE GALVANIZED
CONNECTIONS WITH A MINIMUM GALVANIZING THICKNESS OF G90. REPAIR GALVANIZING DAMAGED BY
WELDING PER SPECIFICATIONS.
f. WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH AWS D1.1 BY WELDERS CERTIFIED BY THE
AWS STANDARD QUALIFICATION TESTS.
2. PRECAST CONCRETE
A. PROVIDE POST-INSTALLED, CONCRETE ANCHORS AS SHOWN IN THE CONTRACT DOCUMENTS AND IN
THE SPECIFICATIONS.
B. ANCHORS SUPPORTING FIRE-RESISTANCE RATED FRAMING (FIRE-PROOFED STRUCTURAL FRAMING),
SHALL BE ONE OF THE FOLLOWING AS INDICATED ON PLANS AND DETAILS:
a. HILTI HDA UNDERCUT OR KWIK BOLT TZ ANCHORS
b. SIMPSON TORQ-CUT OR STRONG-BOLT 2 ANCHORS
c. POWERS ATOMIC+ UNDERCUT OR POWER-STUD+ SD1
d. RED HEAD TRUBOLT+ WEDGE ANCHOR BY ITW
ANCHOR INSTALLATION SHALL BE INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS FOR SPECIAL
INSPECTIONS DESCRIBED IN PARAGRAPH 2, SECTION 01-GENERAL REQUIREMENTS IN THE GENERAL
NOTES AND SHALL BE PROTECTED WITH CEMENTITIOUS SPRAY-APPLIED FIRE PROOFING IN ACCORDANCE
WITH THE PROJECT SPECIFICATIONS.
C. ANCHORS SUPPORTING NON-FIREPROOFED STRUCTURAL FRAMING SHALL BE ONE OF THE FOLLOWING
AS INDICATED ON PLANS AND DETAILS:
a. HILTI HDA UNDERCUT OR KWIK BOLT TZ ANCHORS
b. SIMPSON TORQ-CUT OR STRONG-BOLT 2 ANCHORS
c. POWERS ATOMIC+ UNDERCUT OR POWER-STUD+ SD1
d. RED HEAD TRUBOLT+ WEDGE ANCHOR BY ITW
ANCHOR ISTALLATION SHALL BE INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS FOR SPECIAL
INSPECTIONS DESCRIBED IN PARAGRAPH 2, SECTION 01-GENERAL REQUIREMENTS IN THE GENERAL NOTES.
D. ANCHORS SUPPORTING MISCELLANEOUS FRAMING SHALL BE AS SHOWN IN THE PLANS AND DETAILS.
IF NOT OTHERWISE SPECIFIED, THE ANCHORS SHALL BE ONE OF THE FOLLOWING:
a. HILTI KWIK BOLT TZ
b. SIMPSON STRONG-BOLT 2
c. POWERS POWER-STUD+ SD1
d. RED HEAD TRUBOLT+ WEDGE ANCHOR BY ITW
E. ANCHORS SUPPORTING ARCHITECTURAL COMPONENTS, ELECTRICAL AND MECHANICAL EQUIPMENT SHALL
BE ONE OF THE FOLLOWING AS INDICATED ON PLANS AND DETAILS:
a. HILTI HDI
b. SIMPSON DROP-IN
c. POWERS STEEL DROP-IN
d. RED HEAD MULTI-SET II DROP IN.
F. ANCHORS ATTACHING LIGHT-GAGE STEEL FRAMING TO CONCRETE SHALL BE ONE OF THE FOLLOWING
AS INDICATED ON PLANS AND DETAILS:
a. HILTI LOW-VELOCITY X-U UNIVERSAL POWDER DRIVEN TRACK FASTENERS
b. SIMPSON PDPA POWDER DRIVEN FASTENERS
c. POWERS POWDER ACTUATED FASTENERS
d. RAMSET TRUE EMBEDMENT (TE) POWER DRIVEN FASTENER
G. PRIOR TO ANCHOR INSTALLATION, LOCATE EXISTING REINFORCING WITHIN CONCRETE SUBSTRATE.
DO NOT DAMAGE EXISTING REINFORCING DURING INSTALLATION. CONTACT THE STRUCTURAL
ENGINEER IF ANCHOR LOCATION CONFLICTS WITH EXISTING REINFORCING.
H. PRODUCT SUBSTITUTION: THE CONTRACTOR MAY SUBMIT ALTERNATE ANCHORS FOR REVIEW AND
APPROVAL PROVIDED THE ACCOMPANYING PRODUCT DATA IS SATISFACTORY TO THE ENGINEER
FOR COMPARISION TO THE SPECIFIED ANCHORS.
3. POST-INSTALLED ANCHORS INTO CONCRETE:
A. ALL CONCRETE MASONRY WORK INCLUDING FABRICATION AND PLACEMENT OF REINFORCING SHALL BE
PERFORMED IN ACCORDANCE WITH REQUIREMENTS GIVEN IN ACI 530 AND ACI 530.1 (REFERENCED
EDITIONS) EXCEPT AS MODIFIED BY THE PROJECT CONTRACT DOCUMENTS.
B. MASONRY BLOCK UNITS SHALL CONFORM TO ASTM C90 (LIGHTWEIGHT BLOCK).
C. MORTAR USED IN MASONRY CONSTRUCTION SHALL CONFORM TO ASTM C270 AS FOLLOWS:
a. EXTERIOR WALLS AND INTERIOR BEARING WALLS: TYPE S
b. FOUNDATION WALLS AND WALLS EXPOSED TO EARTH: TYPE M
c. INTERIOR, NON-BEARING WALLS: TYPE O (OR TYPE S)
D. GROUT USED IN MASONRY CONSTRUCTION SHALL CONFORM TO ASTM C476 AND SHALL DEVELOP
PSI (MINIMUM) COMPRESSIVE STRENGTH IN 28-DAYS WHEN TESTED IN ACCORDANCE WITH C1019.
E. MASONRY SHALL DEVELOP PSI (MINIMUM) COMPRESSIVE STRENGTH (f'm) IN 28 DAYS WHEN
TESTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
F. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI AND SHALL MEET THE
REQUIREMENTS OF ASTM A615 OR ASTM A706.
G. REINFORCING USED IN WELDED APPLICATIONS SHALL CONFORM TO ASTM A706 WITH A MINIMUM YIELD
STRENGTH OF 60,000 PSI.
H. HORIZONTAL JOINT REINFORCING SHALL CONFORM TO ASTM A951 (LADDER-TYPE) WITH CROSS WIRES
AT 16" ON CENTER. SIDE RODS SHALL BE SIZE AND SHALL CONFORM TO ASTM A82.
I. STEEL PLATES EMBEDDED IN GROUTED MASONRY SHALL CONFORM TO ASTM A36 UNLESS NOTED
OTHERWISE ON PLANS OR DETAILS. HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A108,
60,000 PSI MINIMUM TENSILE STRENGTH. REINFORCING BARS WELDED TO PLATES SHALL CONFORM TO
ASTM A706, GRADE 60.
J. REINFORCING DETAILING:
a. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 530 AND ACI 530.1.
b. VERTICAL REINFORCING SHALL EXTEND THE FULL HEIGHT OF THE WALL AND SHALL BE GROUTED
IN PLACE.
c. CONTINUOUS REINFORCING MAY BE SPLICED AS REQUIRED USING BARS OF LONGEST PRACTICAL
LENGTH. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND WALL CORNERS AND
INTERSECTIONS.
d. WHERE REQUIRED, REINFORCING SPLICES SHALL BE SHOWN ON REINFORCING SHOP DRAWINGS
AND SHALL CONFORM TO THE FOLLOWING SCHEDULE:
1. CONCRETE MASONRY UNITS:
04-MASONRY
3,000
1,350
#9
A. DEAD LOADS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
B. FLOOR LIVE LOADS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
C. ROOF LIVE LOADS . . . . . . . . . . . . . .
D. RISK CATEGORY (IBC 1604.5) . . . . . . . . . . . . . . . . . . . .
E. SNOW LOADS:
GROUND SNOW LOAD, P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
FLAT ROOF SNOW LOAD, P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SNOW EXPOSURE FACTOR, C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SNOW LOAD IMPORTANCE FACTOR, I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
THERMAL FACTOR, C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SEISMIC LOADS:
SEISMIC IMPORTANCE FACTOR, I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BASIC SEISMIC FORCE RESISTING SYSTEM(S) . . . . . . . . . . . .
DESIGN BASE SHEAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SEISMIC RESPONSE COEFFICIENT, C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
RESPONSE MODIFICATION FACTOR, R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ANALYSIS PROCEDURE USED . . . . . . . . . . . . . . . . . .
F. WIND LOADS:
BASIC WIND SPEED (3-SECOND GUST) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
WIND EXPOSURE CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
INTERNAL PRESSURE COEFFICIENT . . . . . . . . . . . . . . . . . . . . . . . . . .
g
f
e
s
t
E
S
1
DS
D1
S
AS SHOWN ON PLANS
AS SHOWN ON PLANS
SEE SNOW AND WIND LOADS BELOW (20 PSF MINIMUM)
II - STANDARD OCCUPANCY
30 PSF
30 PSF
1.0
1.0
1.2
1.0
0.183
0.058
C
0.147
0.066
B
ORDINARY PRECAST SHEAR WALLS
---
0.037
4
EQUIVALENT LATERAL FORCE ANALYSIS
(ASCE-7 12.8)
126 MPH
B
± 0.18 (ENCLOSED)
E. ALL CONCRETE IN CONTACT WITH ON-SITE SOILS SHALL CONTAIN TYPE I/II CEMENT.
F. ALL REINFORCING STEEL IN CONCRETE SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI AND SHALL
MEET THE REQUIREMENTS OF ASTM A615 OR ASTM A706. REINFORCING SHOWN AS GRADE 75 SHALL HAVE A
MINIMUM YIELD STRENGTH OF 75,000 PSI AND MEET THE REQUIREMENT OF ASTM A615.
G. CONCRETE REINFORCING USED IN WELDED APPLICATIONS SHALL CONFORM TO ASTM A706 WITH A MINIMUM
YIELD STRENGTH OF 60,000 PSI.
H. MECHANICAL REINFORCING COUPLERS SHALL BE ZAP SCREWLOCK MANUFACTURED BY BARSPLICE
PRODUCTS, INC. (ICC REPORT ER-5461) OR APPROVED EQUIVALENT. COUPLERS SHALL BE ZINC COATED
WHERE USED IN PARKING STRUCTURES AND STRUCTURES CONTAINING LIQUIDS. COUPLERS SHALL BE
CAPABLE OF DEVELOPING 125% OF THE SPECIFIED YIELD STRENGTH OF THE REINFORCING.
I. WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHEETS ONLY AND SHALL MEET THE REQUIREMENTS OF
ASTM A185.
J. STEEL PLATES EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS. HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A108, 60,000 PSI MINIMUM TENSILE
STRENGTH. REINFORCING BARS WELDED TO PLATES SHALL CONFORM TO ASTM A706, GRADE 60.
K. REINFORCING DETAILING:
a. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 318 AND ACI 315
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT".
b. CONCRETE COVER: UNLESS OTHERWISE SHOWN ON PLANS OR IN DETAILS, PROVIDE THE FOLLOWING
CONCRETE COVER TO REINFORCING:
1. CONCRETE POURED AGAINST EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
2. CONCRETE POURED IN FORMS AND EXPOSED TO WEATHER OR EARTH:
#5 BARS OR SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BARS LARGER THAN #5 BARS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3. COLUMNS, GIRDERS AND BEAMS (PRINCIPAL REINFORCING, TIES AND STIRRUPS). . . . . .
4. SLABS AND WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
c. SPLICES OF REINFORCING BARS ARE PERMITTED ONLY AS DETAILED OR AUTHORIZED BY THE
STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE CLASS 'B' LAP SPLICES UNLESS
NOTED OTHERWISE.
d. REINFORCING IN BEAMS, SLABS, WALLS AND GRADE BEAMS NOTED AS CONTINUOUS SHALL BE
LAP SPLICED WITH CLASS 'B' LAP SPLICES AS FOLLOWS:
1. TOP REINFORCING BARS - AT MIDSPAN
2. BOTTOM REINFORCING BARS - OVER SUPPORTS
e. SPLICE WIRE FABRIC REINFORCING BY LAP SPLICING ONE FULL MESH PLUS 2" AT SIDE AND END LAPS,
BUT NOT LESS THAN 6" . LAP SPLICES SHALL BE WIRE TIED.
f. MAKE ALL REINFORCING BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL
SIZE AND SPACING. SEE DETAILS FOR REINFORCING AT WALL INTERSECTIONS AND CORNERS. SPLICE
CORNER BARS WITH CLASS 'B' LAP SPLICES UNLESS SHOWN OTHERWISE.
g. AT LOCATIONS WHERE ALL REINFORCING WITHIN A STRUCTURAL ELEMENT WILL BE SPLICED, THE SPLICES
MUST BE STAGGERED UNLESS SHOWN OTHERWISE IN DETAILS OR SCHEDULES. OTHERWISE, STAGGER
ADJACENT SPLICES WHERE POSSIBLE.
h. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS: REFER TO DEVELOPMENT LENGTH AND
LAP SPLICE SCHEDULE SHOWN BELOW FOR MINIMUM SPLICE AND DEVELOPMENT LENGTHS TO BE USED
FOR DETAILING.
MASONRY LAP SPLICE SCHEDULE
BAR CENTERED IN CELL
BAR SIZE 6" BLOCK 8" BLOCK
10" AND 12"
BLOCK ALL BLOCK SIZES
BAR AT EDGE OF CELL
22
16
54
34
64
NOTES:
1. VALUES APPLY ONLY FOR MASONRY COMPRESSIVE STRENGTH (f'm) OF 1,350 PSI.
2. LAP LENGTHS IN TABLE ABOVE ARE GIVEN IN INCHES.
3. VALUES ONLY APPLY WHEN A SINGLE BAR IS WITHIN CELL.
4. PROVIDE MECHANICAL SPLICES FOR #8 BARS AND LARGER.
7
6
4
5
3
64 52
50
22
28
16
46
22
28
16
64
54
32
45
18
e. VERTICAL REINFORCING SHALL BE DOWELED INTO FOUNDATION OR SLAB SUPPORTING MASONRY.
PROVIDE DOWELS OF ADEQUATE LENGTH FOR DEVELOPMENT LENGTH INTO FOUNDATION AND LAP
SPLICE PROJECTION ABOVE. FOR MASONRY SUPPORTED ON SLABS, PROVIDE DOWELS
EMBEDDED INTO SLAB WITH STANDARD HOOKS. DOWEL SIZE AND SPACING SHALL MATCH
VERTICAL REINFORCING.
K. MINIMUM WALL REINFORCING:
a. REINFORCE MASONRY WALLS AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, REINFORCE
WALLS (INCLUDING PARTITION WALLS) WITH #5 VERTICAL BARS AT 48" ON CENTER MAXIMUM
SPACING.
b. PROVIDE 1-#5 BAR AT ALL CORNERS, ENDS OF WALLS, EACH SIDE OF OPENINGS AND EACH SIDE
OF CONTROL JOINTS.
c. PROVIDE HORIZONTAL JOINT LADDER-TYPE REINFORCING AT 16" ON CENTER UNLESS NOTED
OTHERWISE ON DRAWINGS. PROVIDE PREFABRICATED JOINT REINFORCING ASSEMBLIES FOR
CORNERS AND INTERSECTIONS. LAP SPLICE JOINT REINFORCING 8" KEEPING CELL OPENING CLEAR
OF CROSS WIRES.
d. PROVIDE ADDITIONAL HORIZONTAL JOINT REINFORCING IN BED JOINT ONE MASONRY COURSE
ABOVE OPENINGS. EXTEND JOINT REINFORCING A MINIMUM OF 2'-6" PAST EDGE OF OPENINGS.
e. PROVIDE BOND BEAMS IN MASONRY WALLS AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN,
PROVIDE BOND BEAMS WITH 2-#5 BARS AS FOLLOWS:
1. AT TOP COURSE OF PARAPETS,
2. IN ONE OF THE UPPER THREE COURSES OF ALL WALLS,
3. UNLESS SHOWN OTHERWISE IN LINTEL SCHEDULE, OVER THE TOP OF ALL OPENINGS GREATER
THAN 24" WIDE, EXTENDING 2'-6 PAST EDGE OF OPENING.
L. OPENINGS IN WALLS:
a. REFER TO ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF OPENINGS
THROUGH MASONRY WALLS. PROVIDE LOOSE LINTEL OR BOND BEAM OVER TOP OF OPENINGS
GREATER THAN 24" WIDE.
M. REINFORCING PLACEMENT:
a. ALL REINFORCING SHALL HAVE A MINIMUM GROUT COVER OF ONE BAR DIAMETER.
b. BARS CENTERED IN CELLS SHALL BE HELD SECURELY IN PLACE. BARS NOTED AS "EACH FACE"
SHALL BE SECURED IN PLACE AT 4'-0 ON CENTER (VERTICAL) USING PREFABRICATED REBAR
POSITIONERS.
N. CONTROL JOINTS:
a. UNLESS SHOWN OTHERWISE ON STRUCTURAL OR ARCHITECTURAL DRAWINGS, PROVIDE CONTROL
b. JOINTS AT A MAXIMUM SPACING OF 30'-0 ON CENTER IN EXTERIOR WALLS AND 40'-0 ON CENTER IN
INTERIOR WALLS.
O. GROUTING:
a. FILL ALL BLOCK CELLS CONTAINING REINFORCING WITH GROUT.
b. FILL ALL VOIDS AND CELLS WITH GROUT FOR A DISTANCE OF 24" BELOW AND 16" EACH SIDE OF ALL
BEAM AND LINTEL REACTIONS OR OTHER CONCENTRATED LOADS UNLESS SHOWN OTHERWISE.
c. FILL ALL VOIDS AND CELLS OF MASONRY BLOCK SUPPORTING SLABS OR STEEL DECK FOR A
DISTANCE OF 8" BELOW BEARING ELEVATION.
d. UNLESS SHOWN OTHERWISE IN DETAILS, GROUT CELLS CONTAINING ANCHORS OR EMBEDMENTS
PLUS ADJACENT CELLS BELOW, ABOVE AND EACH SIDE.
e. FILL ALL CELLS BELOW GRADE WITH GROUT.
f. FILL ALL CELLS ABOVE ROOF LEVEL WITH GROUT AT PARAPETS.
g. WHERE A CHANGE IN WALL THICKNESS OCCURS, GROUT THE TOP COURSE OF THE THICKER WALL.
h. GROUT BEAM AND JOIST POCKETS WHERE REQUIRED TO MAINTAIN FIRE RATING OF WALL.
P. SLIP JOINTS: PROVIDE SLIP JOINTS AT THE TOP OF ALL NON-LOAD BEARING WALLS. UNLESS SHOWN
OTHERWISE ON DRAWINGS, BRACE TOP OF WALLS TO STRUCTURE ABOVE USING L4x4x1/4" BY 12" LONG
EACH SIDE OF WALL AT 8'-0 ON CENTER. ATTACH ANGLES DIRECTLY TO FRAMING ABOVE, OR USE
L3x3x1/4" ANGLE FRAMING AS HANGERS AND KICKERS AS REQUIRED TO SUSPEND L4x4x1/4 FROM
FRAMING ABOVE.
Q. MAINTAIN SUPPORT OF MASONRY LINTELS FOR A MINIMUM OF SEVEN DAYS OR UNTIL MASONRY HAS
REACHED STRENGTH SUFFICIENT TO SAFELY SUPPORT IMPOSED LOADS.
R. MASONRY WALL CONSTRUCTION SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE ON THE
DRAWINGS.
PRECAST CONCRETE NW 5,000
S1
3"
1 1/2"
2"
1 1/2"
3/4"
35,000 PSF
2,500 PSF
2,500 PSF
N.A. 35 N.A.
0.01 N.A. 0.004
100 60 2,000
30 60 800
M. COMPOSITE CONCRETE TOPPING:
a. PRECAST SURFACES RECEIVING CONCRETE TOPPINGS SHALL BE ROUGHED (RAKED FINISH) FOR
PROPER BOND PER ACI 318.
b. MINIMUM CONCRETE TOPPING THICKNESS IS GIVEN IN DRAWING PLAN NOTES. ADDITIONAL TOPPING
MAY BE REQUIRED AT ENDS OF MEMBERS DUE TO MEMBER CAMBER AND/OR WASHES FOR WATER
DRAINAGE IN PARKING GARAGES.
c. REINFORCING IN TOPPING AROUND OPENINGS: PROVIDE 1-#5 BAR AT EACH SIDE OF OPENING.
BARS SHALL EXTEND 24" BEYOND OPENING EDGES.
N. ERECTION AND HANDLING OF PRECAST MEMBERS SHALL BE ACCOMPLISHED IN SUCH A MANNER AS
TO ASSURE THAT NO SECTIONS ARE OVERSTRESSED OR CHIPPED.
STRUCTURAL GENERAL NOTES
24.1 PSF
66.7 PSF
24.1 PSF
95.0 PSF
41.1 PSF
44.0 PSF
41.1 PSF
51.3 PSF
Consulting Engineers
4582 S. Ulster St. Pkwy., Ste. 750
Denver, CO 80237-2639
303-741-3737
M I R O
S. A. MIRO, INC.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2015
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
OWNER
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
t: 970.962.9990
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
t: 303.595.7200 f: 303.595.7219
OPERATOR
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
1 GMP / PERMIT SET 13 MAY 2016
5/12/2016 10:07:21 PM
S-001
STRUCTURAL GENERAL NOTES
165 CHESTNUT ST
FORT COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
DOWNTOWN FORT COLLINS
PARKING GARAGE
_Sheet List
Sheet
Number Sheet Name PERMIT 100% CD
S-000 COVER •
S-001 STRUCTURAL GENERAL NOTES •
S-002 STRUCTURAL GENERAL NOTES •
S-003 STRUCTURAL GENERAL NOTES •
S-101 FOUNDATION PLAN •
S-102 LEVEL 2 FRAMING PLAN •
S-103 LEVEL 3 FRAMING PLAN •
S-103.5 LEVEL 3.5 FRAMING PLAN •
S-201 FOUNDATION DETAILS •
S-202 FOUNDATION DETAILS •
S-203 FOUNDATION DETAILS •
S-301 PRECAST GARAGE DETAILS •
S-302 PRECAST GARAGE DETAILS •
S-310 FRAMING DETAILS •
S-401 STAIR TOWER PLANS •
S-411 RAMP WALL ELEVATIONS •
BENT STL. PL. RISER
PTD (TYP.)
BENT STL. PL. TREAD
PTD (TYP.)
1'-0"
CONCRETE FILLED
STL PAN TREAD
(TYP.)
STEEL CHANNEL STRINGER,
PTD, (TYP.)
CONCRETE ON MTL DECKING PTD CLOSURE PLATE,
GRIND WELDS SMOOTH
CONT.PTD STEEL CHANNEL AT
STAIR LANDING PERIMETER
(TYP)
PAINT EXPOSED STL
RISER (TYP.)
EXPOSED STRUCTURAL STEEL
@ LANDING PTD, (TYP.)
CONT. SEALANT @ JOINT, TYP
STEEL PLATE, PTD. (TYP.)
RE: FINISH SCHEDULE
2 1/2"
1-1/2" STD STL PIPE
PTD 1-1/2" TUBE STL SUPPORT
PLACED AT EACH END OF
GUARDRAIL LENGTH & CENTER.
RE: ROOM FINISH SCHEDULE
FINISH OF STL HANDRAIL AND
SUPPORT BRACKET TO BE RAW
STEEL W/CLEAR SEALER, UNO.
PTD 1/2" STL ROD PICKETS
RE: ROOM FINISH SCHEDULE
3/4" 3/4"
1 1/2"
MIN
1 1/2" 1 1/2"
4 1/2" MAX
ALIGN
2"
MIN
1 1/2" 1 1/2"
3/4" 3/4"
RE: SHEET NOTE 2 1/2"
LINE OF FLOOR OR
NOSING AS APPLIES
1/4" THICK 2" DIA STL PLATE
BRACKET MOUNTING PLATE -
FULLY WELD TO BRACKET ARM.
GRIND WELDS SMOOTH (TYP)
1/2" OD STL BAR HANDRAIL SUPPORT
SPACE BRACKETS AT 4'-0" O.C. MAX,
TYP. (UNO)
1-1/2" STD STL PIPE
ANCHOR TO
CONCRETE WALL OR
ATTACH DIRECTLY TO
STUDS OR BLOCKING
AT METAL FRAMING
FACE OF WALL
FINISH OF STL HANDRAIL AND
SUPPORT BRACKET TO BE RAW
STEEL W/CLEAR SEALER, UNO.
4 - 1/2" MAX
PTD 1-1/2" O.D. STL RAIL.
RE: ROOM FINISH SCHEDULE
PTD 1/2" STL ROD PICKETS.
RE: ROOM FINISH SCHEDULE
PTD 1-1/2" O.D. RAW TUBE
STL RAILS W/ CLEAR
SEALER, UNO.
PTD 1-1/2" O.D. TUBE STL RAILS.
RE: ROOM FINISH SCHEDULE
PTD STEEL CHANNEL STRINGER;
PAINT ALL EXPOSED STEEL, TOP &
BOTTOM
3' - 6" MIN
3' - 0"
3 7/8" MAX
3 7/8" MAX
3'-0"
11"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:49 AM
A703
STAIR DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1TYPICAL SCALE: 1 1/2" = 1'-STAIR 0" @ LANDING
2TYPICAL SCALE: 1 1/2" = 1'-GAURDRAIL 0"
3TYPICAL SCALE: 3" = 1'-0" STAIR TREAD
4TYPICAL SCALE: 3" = 1'-0" STAIR TREAD @ TOP STAIR LANDING
5TYPICAL SCALE: 6" = 1'-0" STRINGER MOUNTED HANDRAIL
6TYPICAL SCALE: 6" = 1'-0" WALL MOUNTED HANDRAIL
1 GMP / PERMIT SET 13 MAY 2016
7TYPICAL SCALE: 1 1/2" = 1'-STAIR 0" @ RETURN
11 EQ RISERS =
5' - 10 7/8"
12 EQ RISERS =
3' - 3 1/2" 5' - 9 5/8"
A703
1
A703
3
A703
4
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 9:47:05 AM
A702
STAIR TOWER PLANS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1NE SCALE: STAIR 1/4" = 1'-0" TOWER AT LEVEL 01
2NE SCALE: STAIR 1/4" = 1'-0" TOWER AT LEVEL 02
3NE SCALE: STAIR 1/4" = 1'-0" TOWER AT LEVEL 03
4NE SCALE: STAIR 1/4" = 1'-0" SECTION
1 GMP / PERMIT SET 13 MAY 2016
11' - 0 1/2" CLR.
6" 6' - 0"
6" EDGE OF SLAB
8" EDGE OF SLAB
STANDPIPE LOCATION
7'-6" CLR.
ELEV.
FUTURE
RETAIL
24"X24"X24" SUMP PIT
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
F 5 F.6 G
A701
1
A701
2
A701
3
A701
9 EQUAL RISERS
5' - 7 5/8"
10 EQUAL RISERS
5' - 0 3/8"
11 EQUAL RISERS
6' - 6 1/2"
11 EQUAL RISERS
2' - 6" 5' - 11 1/2"
A703
1
A703
3
A703
4
24"X24"X24" SUMP PIT, BEYOND
PIT DEPTH
5'-0"
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
3.7
4
A701
1
A701
2
A701
3
A701
WS-3
5' - 11"
1' - 0"
4 TREADS @ 11" = 11"
3' - 8 1/8"
5 RISERS @ 6"=
2' - 6"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:47 AM
A701
STAIR TOWER PLANS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
2SW SCALE: STAIR 1/4" = 1'-0" TOWER @ LEVEL 02
3SW SCALE: STAIR 1/4" = 1'-0" TOWER @ LEVEL 03
1SW SCALE: STAIR 1/4" = 1'-0" TOWER @ LEVEL 01
4SW SCALE: STAIR 1/4" = 1'-0" SECTION
5SW SCALE: ELEVATOR 1/4" = 1'-0" SECTION
1 GMP / PERMIT SET 13 MAY 2016
1/2" MIN. LIPPED BRICK
ALIGN B.O. BRICK W/ B.O. STEEL ANGLE, TYP.
07 65 00.0 FLEXIBLE FLASHING
04 20 00.e WEEP HOLES
SLOPE OUT OF WALL @ 24" O.C.
LAP OVER FLEXIBLE FLASHING
4" MIN. BEHIND INSULATION
07 25 00.a WEATHER/AIR BARRIER
04 20 00.g MORTAR NET
09 22 00.0 STUCCO SYSTEM
09 22 00.j CASING BEAD W/WEEPS
SIM.
WS-2
09 22 00.j CASING BEAD W/WEEPS
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
03 40 00.a PRECAST CONCRETE PANEL
SIM.
WS-1A
SIM.
WS-1B
SLOPE - 1/4" : 1'-0"
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
05 12 00.e STEEL ANGLE, RE: STRUCT.
07 65 00.0 FLEXIBLE FLASHING
04 20 00.e WEEP HOLES
07 25 00.a WEATHER/AIR BARRIER
1/2" MIN. LIPPED BRICK
ALIGN B.O. BRICK W/ B.O. STEEL ANGLE, TYP.
SLOPE OUT OF WALL @ 24" O.C. ABOVE
GRADE
04 20 00.g MORTAR NET
LAP OVER FLEXIBLE FLASHING 4" MIN
BEHIND INSUL.
1/2" TYP.
DRIP KERF
07 65 00.0 FLEXIBLE FLASHING
03 45 00.b PRECAST CONCRETE WALL CAP
07 54 00.c TPO BONDING ADHESIVE
07 54 00.d TPO MEMBRANE
CONTINUE OVER ROOF EDGE & TURN
DOWN WALL
09 21 16.p 1/2" FRT PLY WOOD SHEATHING
AND ANCHOR
WS-3
1/2" TYP.
07 54 00.e COVER BOARD
07 54 00.d TPO MEMBRANE
07 54 00.g WELD SPLICE
07 54 00.c TPO BONDING ADHESIVE
07 21 00.a 1-1/2" BOARD INSULATION
8"
07 92 00.b CONT. SEALANT
07 54 00.f SEAM PLATE W/ FASTENTER
03 40 00.a PRECAST CONCRETE PANEL
07 62 00.t PREFINISHED METAL COUNTERFLASHING
05 31 23.0 STEEL ROOF DECK, RE: STRUCT.
05 12 00.J STRUCTURAL STEEL
3X2 ANGLE TO RUN WIDTH
OF BRICK PILASTER - PAINT
TO MATCH PRECAST ABOVE
1" MIN.
MAINTAIN CLEAR SPACE FOR
PRECAST DEFLECTION
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:44 AM
A606
SECTION DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1BRICK SCALE: 3" = 1'-TO 0" STUCCO SILL
2CHANNEL SCALE: 3" = 1'-0" AT STUCCO
3METAL SCALE: 3" = 1'-INSERT 0"
8PRECAST SCALE: 6" = 1'-0" PANEL REVEAL
4ACCENT SCALE: 3" = 1'-0" BRICK AT RETAIL
5CHANNEL SCALE: 3" = 1'-0" AT BRICK
6STUCCO SCALE: 3" = 1'-0" AT PRECAST
7BRICK SCALE: 3" = 1'-PARAPET 0"
9METAL SCALE: 3" = 1'-PANEL 0" REVEAL
1 GMP / PERMIT SET 13 MAY 2016
10RETAIL SCALE: 3" = 1'-0" ROOF AT PRECAST
11BRICK SCALE: 3" = 1'-HEAD 0" AT PRECAST
1 1/2" AIR SPACE
WS-1B
04 20 00.g MORTAR NET
07 25 00.a WEATHER/AIR BARRIER
LAP OVER FLEXIBLE FLASHING 4" MIN
BEHIND INSUL.
F.O. STUD
3"
LEVEL 02
115' - 0"
08 43 13.d STOREFRONT TYPICAL MULLION
05 12 00.d STEEL BEAM, RE: STRUCT.
05 12 00.e STEEL ANGLE, RE: STRUCT.
08 43 13.a STOREFRONT HEAD
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
EXTRUDED ALUM SILL W/ BACK AND END
DAMS, SET IN BED OF SEALANT
08 43 13.c
STAIR LANDING, RE. STRUCT.
1/2"
6 1/2"
07 92 00.b CONT. SEALANT
07 62 00.o GALV. COPING CAP
06 10 00.a BLOCKING AS REQ'D
07 65 00.0 FLEXIBLE FLASHING
07 42 13.c INTERLOCKING METAL WALL FLASHING
W-3
07 54 00.d TPO MEMBRANE
CONTINUE OVER ROOF EDGE & TURN
DOWN WALL
WS-1B
1 1/2" AIR SPACE
1/2" TYP.
F.O. STUD
3"
09 21 16.p 1/2" FRT PLY WOOD SHEATHING
08 43 13.m NON-EXPANDING SPRAY FOAM INSULATION
08 43 13.b STOREFRONT SILL
EXTRUDED ALUM SILL W/ BACK AND END
DAMS, SET IN BED OF SEALANT
08 43 13.c
07 92 00.b CONT. SEALANT
07 65 00.0 FLEXIBLE FLASHING
05 12 00.e STEEL ANGLE, RE: STRUCT.
04 20 00.g MORTAR NET
07 25 00.a WEATHER/AIR BARRIER
07 65 00.0 FLEXIBLE FLASHING
04 20 00.e WEEP HOLES
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
WS-1A
LAP OVER FLEXIBLE FLASHING 4" MIN
BEHIND INSUL.
SLOPE OUT OF WALL @ 24" O.C. ABOVE
GRADE
1/2" MIN. LIPPED BRICK
WS-2
ALIGN B.O. BRICK W/ B.O. STEEL ANGLE, TYP.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:41 AM
A605
SECTION DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1CANOPY SCALE: 3" = 1'-0" AT STOREFRONT
2STOREFRONT SCALE: 3" = 1'-0" AT STRUCTURE
3STOREFRONT SCALE: 3" = 1'-0" PARPET
7STOREFRONT SCALE: 3" = 1'-0" HEAD AT RETAIL DETAIL
4STOREFRONT SCALE: 3" = 1'-0" AT UPPER FLOORS
5PARAPET SCALE: 3" = 1'-0" AT METAL PANEL
6STOREFRONT SCALE: 3" = 1'-0" SILL AT RETAIL
8STUCCO SCALE: 3" = 1'-0" TO BRICK
1 GMP / PERMIT SET 13 MAY 2016
SIM.
DRIP KERF
1/2" TYP.
MAINTAIN CLEAR SPACE
FOR PRECAST DEFLECTION 03 40 00.a PRECAST CONCRETE PANEL
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
AND ANCHOR - SLOPE 1/4" PER FOOT, TYP.
05 12 00.d STEEL BEAM, RE: STRUCT.
05 31 23.0 STEEL ROOF DECK, RE: STRUCT.
1/2"
A606
10
3x2x8 ANGLE AT 48" O.C.
MAINTAIN CLEAR SPACE FOR
PRECAST DEFLECTION WS-1A
A606
7
SIM.
03 40 00.a PRECAST CONCRETE PANEL
03 45 00.b PRECAST CONCRETE WALL CAP
07 54 00.d TPO MEMBRANE
04 20 00.l CONCRETE MASONRY UNIT
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:40 AM
A604
SECTION DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1GARAGE SCALE: 1 1/2" = 1'-0" ENTRY AT CANOPY
2GARAGE SCALE: 1 1/2" = 1'-0" ENTRY AT PARAPET
3CHANNEL SCALE: 1 1/2" = 1'-0" AT RETAIL
4PARAPET SCALE: 1 1/2" = 1'-0" AT RETAIL CORNER
5BRICK SCALE: 1 1/2" PARAPET = 1'-0" AT RETAIL
1 GMP / PERMIT SET 13 MAY 2016
ELEVATOR SHAFT INTERIOR
PRECAST CONCRETE PANEL 03 40 00.a
03 30 00.c CONC. WALL, RE: STRUCT
EXPANSION JOINT 03 30 00.h
INTERLOCKING METAL WALL PANEL FASTENERS 07 42 13.b
WEATHER/AIR BARRIER 07 25 00.a
1"
WS-3
07 42 13.b INTERLOCKING METAL WALL PANEL FASTENERS
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
03 40 00.a PRECAST CONCRETE PANEL
ELEVATOR SHAFT INTERIOR
EXTERIOR
GARAGE
INTERIOR
WS-3
SIM.
ELEVATOR
CONTROL ROOM
CONT. GALV STEEL PLATE FIN BELOW
03 30 00.h EXPANSION JOINT
03 30 00.c CONC. WALL, RE: STRUCT
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
1 1/2" AIR SPACE
4" @ SIM.
3 1/8"
3/8"
W-1B W-1A
1" AIR SPACE
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
1" TYP.
WS-1B
PRECAST CONCRETE PANEL 03 40 00.a
CONT. GALV. STEEL PLATE FIN BELOW
CONT. CLOSED CELL BACKER ROD AND SEALANT 07 92 00.a
WEATHER/AIR BARRIER 07 25 00.a
07 92 00.b CONT. SEALANT
05 12 00.c STEEL COLUMN; RE: STRUCT.
.080" ALUMNINUM BRAKE METAL BY
STOREFRONT MFR TO MATCH STOREFRONT
MULLIONS
08 43 13.f STOREFRONT JAMB
4"
.080" ALUMNINUM BRAKE METAL BY
STOREFRONT MFR TO MATCH STOREFRONT
MULLIONS
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:39 AM
A603
PLAN DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
2METAL SCALE: 3" = 1'-PANEL 0" AT STOREFRONT
1METAL SCALE: 3" = 1'-PANEL 0" AT STOREFRONT @ LEVEL 01
3BRICK SCALE: 3" = 1'-AT 0" CONCRETE STEM WALL
4BRICK SCALE: 3" = 1'-AT 0" PLASTER
5ELEV SCALE: 3" = CORE 1'-0" @ LEVEL 01
6ELEVATOR SCALE: 3" = 1'-0" CORE @ LEVEL 02
7ELEVATOR SCALE: 3" = 1'-0" CORE @ LEVEL 03
9RETAIL SCALE: 3" = 1'-0" BRICK AT BRICK
8BRICK SCALE: 3" = 1'-AT 0" PRECAST
1 GMP / PERMIT SET 13 MAY 2016
10STOREFRONT SCALE: 3" = 1'-0" JAMB @ COLUMN
TOP OF WALLS BELOW
1 1/2" AIRSPACE
1 1/2" AIRSPACE
3.7
G
A511
3
SIM.
08 43 13.g CORNER STOREFRONT MULLION
05 12 00.c STEEL COLUMN; RE: STRUCT.
05 12 00.d STEEL BEAM, RE: STRUCT.
03 40 00.a PRECAST CONCRETE PANEL
05 51 00.a METAL STAIRS
CONCRETE STEM WALL BELOW
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
08 43 13.d STOREFRONT TYPICAL MULLION
SIM.
WS-3
03 30 00.m CONC. COLUMN, RE: STRUCT
07 92 00.a CONT. CLOSED CELL BACKER ROD AND SEALANT
BOTH SIDES
CONCRETE STEM WALL BELOW
03 30 00.c CONC. WALL, RE: STRUCT
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
BOTH SIDES, TYP.
ALIGN INTERIOR FACE OF
STOREFRONT WITH INTERIOR FACE
OF CONCRETE STEM WALL
08 43 13.d STOREFRONT TYPICAL MULLION
03 40 00.a PRECAST CONCRETE PANEL
WS-3
WS-3
03 30 00.c CONC. WALL, RE: STRUCT
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
05 12 00.c STEEL COLUMN; RE: STRUCT.
08 43 13.g CORNER STOREFRONT MULLION
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
A511
3
SIM.
1/2"
WS-3
TOP OF CONCRETE WALL BELOW
3.7
G
TOP OF CMU WALL BELOW
TOP OF CONCRETE COLUMN BELOW
TOP OF PRECAST SPANDREL BELOW
TOP OF METAL SCREEN FRAME BELOW
05 12 00.c STEEL COLUMN; RE: STRUCT.
05 12 00.d STEEL BEAM, RE: STRUCT.
05 51 00.a METAL STAIRS
08 43 13.g CORNER STOREFRONT MULLION
STOREFRONT MULLION EXTENSION BELOW
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:38 AM
A602
PLAN DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1BRICK SCALE: 1 1/2" PILASTER = 1'-0" @ LEVEL 01
2BRICK SCALE: 1 1/2" PILASTER = 1'-0" @ BRICK INSET
3ENTRY SCALE: 1 1/2" = PILASTER 1'-0" @ LEVEL 02
4STOREFRONT SCALE: 1 1/2" = 1'-0" CORNER AT SW STAIR @ LEVEL 02
6CURTAIN SCALE: 1 1/2" = 1'-0" WALL AT NE STAIR TOWER
7STOREFRONT SCALE: 1 1/2" = 1'-0" RETURN AT NE STAIR
5STOREFRONT SCALE: 1 1/2" = 1'-0" CORNER AT SW STAIR @ ROOF
1 GMP / PERMIT SET 13 MAY 2016
03 30 00.h EXPANSION JOINT
EXT. SLAB ON GRADE, ELEV. VARIES, RE. CIVIL
WS-3
07 25 00.a WEATHER/AIR BARRIER
07 62 00.a PREFINISHED METAL FLASHING
8" 4"
04 20 00.g MORTAR NET
07 25 00.a WEATHER/AIR BARRIER
07 65 00.0 FLEXIBLE FLASHING
04 20 00.e WEEP HOLES
07 11 13.a DAMPPROOFING
07 25 00.c VAPOR RETARDER
03 30 00.h EXPANSION JOINT
04 20 00.d MASONRY ANCHORAGE
LAP OVER FLEXIBLE FLASHING 4" MIN
BEHIND INSUL.
SLOPE GROUT FOR POSITIVE DRAINAGE, TYP.
SLOPE OUT OF WALL @ 24" O.C. ABOVE
GRADE
03 30 00.h EXPANSION JOINT
EXT. SLAB ON GRADE, ELEVATION
VARIES, RE: CIVIL
CONT. CLOSED CELL BACKER ROD AND
SEALANT
07 92 00.a
1/4" FIBER REINFORCED ASPHALTIC
MEMBRANE
07 54 00.h
04 20 00.j DRAINAGE BOARD
WS-1A
EXTEND UP WALL 8" MIN. ABOVE GRADE
EXTEND UP WALL UNDER FLASHING 4" MIN
1" AIR SPACE
BRICK WALL BEYOND
MCNICOLS WELDED GALV. BAR GRATING
4" X 2" X 1/8" TUBE GALV. STEEL FRAME
1.5"x2"x1/4" GALV. ANGLE TO RUN
LENGTH OF GRATING
09 22 00.j CASING BEAD W/WEEPS
07 62 00.a PREFINISHED METAL FLASHING
07 65 00.0 FLEXIBLE FLASHING
07 25 00.a WEATHER/AIR BARRIER
LAP OVER FLEXIBLE FLASHING
4" MIN. BEHIND INSULATION
07 92 00.b CONT. SEALANT
07 21 00.f FOUNDATION INSULATION BOARD
07 11 13.a DAMPPROOFING
07 25 00.c VAPOR RETARDER
03 30 00.h EXPANSION JOINT
1"
ABOVE GRADE
4" MIN.
WS-2
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:36 AM
A601
FOUNDATION DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1FOUNDATION SCALE: 3" = 1'-0" DETAIL AT STOREFRONT
2FOUNDATION SCALE: 3" = 1'-0" AT RETAIL STOREFRONT
3FOUNDATION SCALE: 3" = 1'-0" DETAIL AT ELEVATOR CORE
4FOUNDATION SCALE: 3" = 1'-0" AT BRICK LEDGE
5FOUNDATION SCALE: 3" = 1'-0" DETAIL AT STUCCO
1 GMP / PERMIT SET 13 MAY 2016
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE: 1/4" = 1'-0"
DOOR TYPES
DOOR SCHEDULE
DOOR #
FIRE
RATING
DOOR FRAME DETAILS
TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB THRESHOLD HDW COMMENTS
1 D 3' - 0" 7' - 6" 2" ALUM & GL . STOREFRONT ENTRANCE
2 19' - 0" 8' - 10 1/2" . OVERHEAD DOOR
3 D 3' - 7 1/2" 8' - 9" 2" ALUM & GL . STOREFRONT ENTRANCE
4 D 3' - 7 1/2" 8' - 7" 2" ALUM & GL . STOREFRONT ENTRANCE
5 18' - 0 1/2" 8' - 6 1/2" . OVERHEAD DOOR
6 D 3' - 7 1/2" 8' - 0" 2" ALUM & GL . STOREFRONT ENTRANCE
7 18' - 0 1/2" 8' - 6 1/2" . OVERHEAD DOOR
8 A 3' - 0" 7' - 0" 2" HM .
9 A 3' - 0" 7' - 0" 2" HM .
10 B 5' - 0" 7' - 0" 2" HM .
11 A 3' - 0" 7' - 0" 2" HM .
12 D 3' - 0" 7' - 6 1/2" 2" ALUM & GL . STOREFRONT ENTRANCE
13 A 3' - 0" 7' - 0" 2" HM .
14 C 5' - 8" 7' - 0" 2" ALUM & GL .
15 A 3' - 0" 7' - 0" 2" HM .
17 A 3' - 0" 7' - 0" 2" HM .
SCALE: 1/4" = 1'-0"
SECTIONAL OVERHEAD DOORS
1 GMP / PERMIT SET 13 MAY 2016
1" 2'-3 1/2" 1"
3'-4" 1'-6" 8'-0" 1'-3"
9'-3" 1"
1" 2'-3 1/2" 1"
1'-3"
4'-8" 1'-4" 10'-3" 1'-3" 9'-2"
1" 2'-3 1/2" 1"
3'-0" 1'-4" 10'-3" 1'-3" 9'-2" 1'-3"
1"
2'-3 1/2" 1"
10'-3" 1'-3" 9'-2" 1'-3"
4"x3/8" HORIZONTAL GALV. STEEL FIN -
REFER ELEVATIONS FOR LOCATIONS
2"x3"x1/4" GALV. BENT PLATE -
MECHANICALLY FASTENED TO
HORIZONTAL FIN AT 48" O.C.
STEEL EMBED PLATE
METAL SCREEN BEYOND
STEEL EMBED PLATE
MCNICOLS WELDED GALV. BAR GRATING
WITH SADDLE CLIP AT 24" SPACING
4" X 2" X 1/4" GALV. STEEL ANGLE FRAME
4"x3/8" HORIZONTAL GALV. STEEL FIN -
REFER ELEVATIONS FOR LOCATIONS
03 40 00.a PRECAST CONCRETE PANEL
1.5"x2"x1/4" GALV. STEEL ANGLE TO RUN
LENGTH OF GRATING
BOLT HEAD WELDED TO TUBE STEEL
FRAME FOR ATTACHEMENT
1/2"
1"
STEEL EMBED PLATE
MCNICOLS WELDED GALV. BAR GRATING WITH SADDLE CLIP
AT 24" SPACING
2" X 4" X 1/4" GALV. STEEL PLATE
4" X 2" X 1/4" GALV. STEEL ANGLE FRAME
6" X 2" X 1/4" GALV. STEEL ANGLE FRAME AT SIM. CONDITION
4"x3/8" HORIZONTAL GALV. STEEL FIN -
REFER ELEVATIONS FOR LOCATIONS
03 40 00.a PRECAST CONCRETE PANEL
1.5"x2"x1/4" GALV. STEEL ANGLE TO RUN LENGTH OF GRATING
BOLT HEAD WELDED TO TUBE STEEL
FRAME FOR ATTACHEMENT
1/2"
STEEL EMBED PLATE
MCNICOLS WELDED GALV. BAR GRATING
2" X 4" X 1/4" GALV. STEEL PLATE -
MECHANICALLY FASTENED TO TUBE
STEEL FRAME WITH SLIP CONNECTION
03 40 00.a PRECAST CONCRETE PANEL
1.5"x2"x1/4" GALV. STEEL ANGLE
TO RUN LENGTH OF GRATING
4" X 2" X 1/4" GALV. STEEL ANGLE -
6" X 2" X 1/4" GALV. STEEL ANGLE AT GREEN SCREENS
4" X 2" X 1/4" GALV. STEEL ANGLE
4" X 2" X 1/4" STEEL ANGLE FRAME
4"x3/8" HORIZONTAL STEEL FIN - REFER
ELEVATIONS FOR LOCATIONS
2"x3"x1/4" BENT PLATE -
MECHANICALLY FASTENED TO
HORIZONTAL FIN AT 48" O.C.
03 40 00.a PRECAST CONCRETE PANEL
PRECAST PANEL REVEAL
MCNICOLS WELDED BAR GRATING
WITH SADDLE CLIP AT 24" SPACING
1.5"x2"x1/4" ANGLE TO RUN LENGTH
OF GRATING
1"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:35 AM
A511
SCREEN TYPES AND DETAILS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE: 3/8" = 1'-0"
SCREEN TYPES
1 GMP / PERMIT SET 13 MAY 2016
1HORIZONTAL SCALE: 3" = 1'-0" FIN DETAIL
2PLAN SCALE: 3" = DETAIL 1'-0" AT GREEN SCREENS
3PLAN SCALE: 3" = DETAIL 1'-0" AT METAL SCREENS
4SECTION SCALE: 3" = 1'-0" AT METAL SCREENS
5METAL SCALE: 3" = 1'-SCREEN 0" ELEVATION
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
M
M
M
M
M
34' - 4"
2'-11 1/4" 4'-8"
10 1/2"
2'-4"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-1"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-3 1/2" 1'-0"
11 3/4"
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
M
M
M
M
M
2'-11 5/8" 3'-2" 2'-11 5/8"
9' - 1 1/8"
7' - 6 1/4"
R.O.
7' - 0"
R.O.
6' - 0 3/8"
EQ EQ
R.O.
5' - 0"
R.O.
3' - 0 3/8"
LEVEL 01
100' - 0"
1'-11" 4'-9 3/4"
10 1/2"
1'-6 1/2"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-1"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-3 1/2" 1'-0"
11 3/4"
4' - 2" 32' - 8"
6'-2 1/2" 2'-0" 6'-0" 2'-4 1/4" 3'-2" 2'-4 1/4"
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
M
M
M
M
M
7' - 6 1/4"
22' - 1"
32' - 8"
1'-11" 4'-9 3/4"
10 1/2"
1'-6 1/2"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-1"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-3 1/2" 1'-0"
11 3/4"
4' - 8 3/4" 2' - 0" 4' - 9 1/4"
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
M
M
M
M
M
11' - 6"
LEVEL 01
100' - 0"
3' - 6" 33' - 4"
1'-11 1/4"
4'-8"
10 1/2"
2'-4"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-1"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-3 1/2" 1'-0"
11 3/4"
6' - 10 1/4"
2'-6 5/8" 5'-1 3/8" 2'-0" 5'-4"
M
M
M
M
M
M
M
M
M
M
M
M
M
M
T
T
T
T
T
T
15' - 0"
32' - 8"
11 3/4"
4'-11 1/4" 1'-6" 3'-3 1/2" 1'-0"
1'-1 1/4" 1/2"
4'-11 1/4" 1'-6" 3'-1"
1'-1 1/4" 1/2"
1'-6 1/2"
10 1/2"
1'-11" 4'-9 3/4"
M
M
M
M
M
M
M
M
M
M
M
M
M
M
5' - 6" 2' - 0" 5' - 5" 2' - 1"
T
T
T
T
T
T
15' - 0"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:33 AM
A510
STOREFRONT TYPES
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
A B C1 C2 C3 C4
D1 D2 D3
1 GMP / PERMIT SET 13 MAY 2016
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:32 AM
A501
EXTERIOR WALL ASSEMBLIES
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE:
WALL SYSTEM (SEE WALL ASSEMBLY NOTE 1)
WS-6 3" = 1'-0"
SCALE:
WALL SYSTEM (SEE WALL ASSEMBLY NOTE 1)
WS-5 3" = 1'-0"
1 GMP / PERMIT SET 13 MAY 2016
07 21 00.a 1-1/2" BOARD INSULATION
07 21 00.b R-13 BATT INSULATION (3-1/2")
07 25 00.a WEATHER/AIR BARRIER
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
PLAN
U.N.O.
1" AIRSPACE
1" AIRSPACE, TYP.
04 20 00.a MASONRY VENEER
F.O. STUD
6 3/4"
STUD
6"
NOTE: NO RIGID OR BATT INSULATION AT SIM. CONDITION
SECTION
07 21 00.a 1-1/2" BOARD INSULATION
07 25 00.a WEATHER/AIR BARRIER
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
07 21 00.b R-13 BATT INSULATION (3-1/2")
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
09 21 16.k 5/8" TYPE X EXTERIOR GYP SHEATHING
07 21 00.a 1-1/2" BOARD INSULATION
07 21 00.b R-13 BATT INSULATION (3-1/2")
07 25 00.a WEATHER/AIR BARRIER
05 40 00.b 6" METAL STUD FRAMING, RE: STRUCT.
PLAN
F.O. STUD
2 7/8"
STUD
6"
STUD
6"
F.O. STUD
2 7/8"
09 22 00.0 STUCCO SYSTEM
09 22 00.0 STUCCO SYSTEM
NOTE: NO RIGID OR BATT INSULATION AT SIM. CONDITION
PLAN
SECTION
04 20 00.l CONCRETE MASONRY UNIT
07 21 00.a 1-1/2" BOARD INSULATION
07 21 00.b R-13 BATT INSULATION (3-1/2")
05 40 00.a 3-5/8" METAL STUD FRAMING, RE: STRUCT.
GARAGE SIDE RETAIL SIDE
GARAGE SIDE
RETAIL SIDE
07 21 00.b R-13 BATT INSULATION (3-1/2")
05 40 00.a 3-5/8" METAL STUD FRAMING, RE: STRUCT.
07 21 00.a 1-1/2" BOARD INSULATION
GARAGE FINISHED FLOOR
1' - 6"
04 20 00.l CONCRETE MASONRY UNIT
RETAIL FINISHED FLOOR VARIES
1" TYP.
7 5/8" 1 1/2" 3 5/8"
07 25 00.a WEATHER/AIR BARRIER
07 65 00.0 FLEXIBLE FLASHING
07 62 00.t PREFINISHED METAL COUNTERFLASHING
W/DRIP EDGE - LAP OVER WEATHER/AIR BARRIER
7 5/8" 1 1/2" 3 5/8"
07 25 00.a WEATHER/AIR BARRIER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:32 AM
A500
EXTERIOR WALL ASSEMBLIES
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE:
WALL SYSTEM (SEE WALL ASSEMBLY NOTE 1)
WS-1A 3" = 1'-0"
SCALE:
WALL SYSTEM (SEE WALL ASSEMBLY NOTE 1)
WS-3 3" = 1'-0" SCALE:
WALL SYSTEM (SEE WALL ASSEMBLY NOTE 1)
WS-1B 3" = 1'-0"
SCALE:
WALL SYSTEM (SEE WALL ASSEMBLY NOTE 1)
SCALE: WS-2 3" = 1'-0"
WALL SYSTEM (SEE WALL ASSEMBLY NOTE 1)
WS-4 3" = 1'-0"
1 GMP / PERMIT SET 13 MAY 2016
T.O. PANEL EL = 103' - 9"
T.O. STEEL EL = 112' - 4 1/2"
A604
5
SIM.
1
F
2
A309
4
A309
3
A309
A603
8
A603
4
SIM.
1
F 2
A309
4
A309
3
A309
A603
9
SIM.
A603
8
1
F 2
A309
4
A309
3
A309
1
A511
1
TYP.
A601
5
A606
2
T.O. PANEL EL = 129' - 5"
T.O. PANEL EL = 103' - 9"
T.O. STEEL EL = 112' - 4 1/2"
T.O. PARAPET CAP EL = 119' - 6"
T.O. PANEL EL = 118' - 9"
A604
5
SIM.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:31 AM
A309
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1ENLARGED SCALE: 3/8" = 1'-0" ELEVATION - JEFFERSON AT BRICK CORNER
2WALL SCALE: 3/8" SECTION = 1'-0"
3WALL SCALE: 3/8" SECTION = 1'-0" AT BRICK
5EAST SCALE: 3/8" BRICK = 1'-0" CORNER @ LEVEL 01
6EAST SCALE: 3/8" BRICK = 1'-0" CORNER @ LEVEL 02
7EAST SCALE: 3/8" BRICK = 1'-0" CORNER @ LEVEL 03
4WALL SCALE: 3/8" SECTION = 1'-0"
Keynote Legend
03 40 00.a PRECAST CONCRETE PANEL
05 12 00.a GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
1 GMP / PERMIT SET 13 MAY 2016
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:30 AM
A308
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1ENLARGED SCALE: 3/8" = 1'-0" ELEVATION - NE STAIR TOWER
2WALL SCALE: 3/8" SECTION = 1'-0" - NE STAIR
3NE SCALE: STAIR 3/8" = 1'-0" TOWER @ LEVEL 01
4NE SCALE: STAIR 3/8" = 1'-0" TOWER @ LEVEL 02
5NE SCALE: STAIR 3/8" = 1'-0" TOWER @ LEVEL 03
Keynote Legend
03 30 00.0 CAST-IN-PLACE CONCRETE
03 40 00.a PRECAST CONCRETE PANEL
08 43 13.d STOREFRONT TYPICAL MULLION
08 43 13.e STOREFRONT TYPICAL MULLION WITH MULLION
CAP
1 GMP / PERMIT SET 13 MAY 2016
T.O. PANEL EL = 129' - 5"
T.O. PARAPET CAP EL = 124' - 6"
T.O. PANEL EL = 118' - 9"
FINISHED FLOOR EL = 102' - 7"
4
D
5
2
A307
3
A307
5
A307
4
A307
A603
9
4
D
5
2
A307
3
A307
5
A307
4
A307
A603
4
SIM.
4
D
5
2
A307
3
A307
5
A307
4
A307
ROOF AND OVERFLOW DRAIN, RE: PLUMBING
4 5
A604
5
A604
3
SIM.
A605
8
A511
1
TYP.
T.O. PANEL EL = 129' - 5"
FINISHED FLOOR EL = 103' - 2"
T.O. STEEL EL = 114' - 4"
T.O. PANEL EL = 118' - 9"
T.O. PARAPET CAP EL = 124' - 6"
4 5
A606
4
A604
5
A605
8
A601
4
A604
3
SIM.
A511
1
TYP.
T.O. PANEL EL = 129' - 5"
T.O. STEEL EL = 114' - 4"
T.O. PARAPET CAP EL = 124' - 6"
T.O. PANEL EL = 118' - 9"
FINISHED FLOOR EL = 103' - 2"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:28 AM
A307
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1ENLARGED SCALE: 3/8" = 1'-0" ELEVATION - FIREHOUSE ALLEY AT RETAIL
2WALL SCALE: 3/8" SECTION = 1'-0" - RETAIL ENTRANCE
3WALL SCALE: 3/8" SECTION = 1'-0" - BRICK AT RETAIL
6FIREHOUSE SCALE: 3/8" = 1'-0" ALLEY RETAIL ENTRANCE @ LEVEL 01
7FIREHOUSE SCALE: 3/8" = 1'-0" ALLEY RETAIL ENTRANCE @ LEVEL 02
8FIREHOUSE SCALE: 3/8" = 1'-0" ALLEY RETAIL ENTRANCE @ LEVEL 03
5WALL SCALE: 3/8" SECTION = 1'-0" - OVERHEAD DOOR
4WALL SCALE: 3/8" SECTION = 1'-0" - RETAIL BRICK ACCENTS
Keynote Legend
03 40 00.a PRECAST CONCRETE PANEL
05 12 00.a GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
CAST STONE CAP
1 GMP / PERMIT SET 13 MAY 2016
WS-2
T.O. STEEL EL = 114' - 4"
A604
3
SIM.
A605
8
A604
5
A511
1
TYP.
T.O. PANEL EL = 129' - 5"
T.O. PARAPET CAP EL = 124' - 6"
T.O. PANEL EL = 118' - 9"
4
F
5
3
A306
2
A306
A603
9
A603
3
O.H.
4
F
5
3
A306
2
A306
A603
4
SIM.
A603
4
O.SIM. H.
4
F
5
3
A306
2
A306
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:27 AM
A306
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1ENLARGED SCALE: 3/8" = 1'-0" ELEVATION - FIREHOUSE ALLEY RETAIL CORNER
2WALL SCALE: 3/8" SECTION = 1'-0"
3WALL SCALE: 3/8" SECTION = 1'-0"
4FIREHOUSE SCALE: 3/8" = 1'-0" ALLEY RETAIL @ LEVEL 01
5FIREHOUSE SCALE: 3/8" = 1'-0" ALLEY RETAIL @ LEVEL 02
6FIREHOUSE SCALE: 3/8" = 1'-0" ALLEY RETAIL @ LEVEL 03
Keynote Legend
03 40 00.a PRECAST CONCRETE PANEL
05 12 00.a GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
05 50 00.f PLATE STEEL, RE: STRUCT
1 GMP / PERMIT SET 13 MAY 2016
WS-3
T.O. PARAPET CAP EL = 143' - 8"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:26 AM
A305
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1SW SCALE: STAIR 3/8" = 1'-0" @ LEVEL 01
2SW SCALE: STAIR 3/8" = 1'-0" @ LEVEL 02
3SW SCALE: STAIR 3/8" = 1'-0" @ LEVEL 03
1 GMP / PERMIT SET 13 MAY 2016
4WALL SCALE: 3/8" SECTION = 1'-0"
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:25 AM
A304
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1ENLARGED SCALE: 3/8" = 1'-0" ELEVATION - FIREHOUSE ALLEY STAIR TOWER
2WALL SCALE: 3/8" SECTION = 1'-0"
3WALL SCALE: 3/8" SECTION = 1'-0"
Keynote Legend
03 30 00.n CAST IN PLACE ARCHITECTURAL CONC., RE: STRUCT
03 40 00.a PRECAST CONCRETE PANEL
05 12 00.a GALV. STEEL C CHANNEL; RE: STRUCT FOR ATTACHMENT
08 43 13.d STOREFRONT TYPICAL MULLION
08 43 13.e STOREFRONT TYPICAL MULLION WITH MULLION CAP
1 GMP / PERMIT SET 13 MAY 2016
7
A602
6
A.4
1 1.3
2
A303
3
A303
3' - 11"
3' - 11"
8' - 6 1/8"
24' - 10"
A.4
1 1.3
2
A303
3
A303
A.4
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:24 AM
A303
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1ENLARGED SCALE: 3/8" = 1'-0" ELEVATION - NORTH AT STAIR TOWER
2WALL SCALE: 3/8" SECTION = 1'-0" - NE STAIR AT SIGNAGE
3WALL SCALE: 3/8" SECTION = 1'-0" - NE STAIR AT STOREFRONT
4NE SCALE: STAIR 3/8" = 1'-0" @ LEVEL 01
5NE SCALE: STAIR 3/8" = 1'-0" @ LEVEL 02
6NE SCALE: STAIR 3/8" = 1'-0" @ LEVEL 03
Keynote Legend
03 30 00.0 CAST-IN-PLACE CONCRETE
08 43 13.d STOREFRONT TYPICAL MULLION
08 43 13.e STOREFRONT TYPICAL MULLION WITH MULLION
CAP
1 GMP / PERMIT SET 13 MAY 2016
3.7
G
2
A302
F
T.O. STEEL EL = 114' - 4"
A605
7
A601
2
A604
4
A511
1
TYP.
WS-1B
WS-1A
WS-2
A604
3
FINISHED FLOOR EL = 102' - 5"
T.O. PANEL EL = 129' - 5"
WS-5
T.O. PARAPET CAP EL = 124' - 6"
3.7
G
2
A302
A602
5
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:21 AM
A302
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1ENLARGED SCALE: 3/8" = 1'-0" ELEVATION - CHESTNUT AT STAIR TOWER
4CHESTNUT SCALE: 3/8" = 1'-0" STAIR @ LEVEL 01 2WALL SCALE: 3/8" SECTION = 1'-0"
5CHESTNUT SCALE: 3/8" = 1'-0" STAIR @ LEVEL 02
6CHESTNUT SCALE: 3/8" = 1'-0" STAIR @ LEVEL 03
3WALL SCALE: 3/8" SECTION = 1'-0"
7CHESTNUT SCALE: 3/8" = 1'-0" STAIR @ ROOF
METAL PANEL BEYOND
Keynote Legend
03 30 00.0 CAST-IN-PLACE CONCRETE
03 30 00.c CONC. WALL, RE: STRUCT
03 40 00.a PRECAST CONCRETE PANEL
05 12 00.a GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
08 43 13.d STOREFRONT TYPICAL MULLION
08 43 13.e STOREFRONT TYPICAL MULLION WITH MULLION
CAP
1 GMP / PERMIT SET 13 MAY 2016
SIM.
G
A604
1
A604
2
T.O. STEEL EL = 110' - 0"
B.O. STEEL EL = 111' - 0"
9' - 0" CLR.
WS-1B
WS-1A
SIM.
SIM.
WS-1B
SIM.
5' - 0"
A511
1
TYP.
T.O. PANEL EL = 129' - 5"
T.O. PARAPET CAP EL = 119' - 6"
T.O. PANEL EL = 118' - 9"
T.O. PANEL EL = 103' - 9"
G
4
A301
3
A301
2
A301
A602
1
A511
3
A511
2
G
4
A301
3
A301
2
A301
A602
3
G
4
A301
3
A301
2
A301
G
4
A301
3
A301
2
A301
A602
2
G
A511
4
T.O. PANEL EL = 129' - 5"
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:19 AM
A301
ENLARGED ELEVATIONS AND
SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1ENLARGED SCALE: 3/8" = 1'-0" ELEVATION - CHESTNUT AT ENTRY
3WALL SCALE: 3/8" SECTION = 1'-0"
4WALL SCALE: 3/8" SECTION = 1'-0"
5CHESTNUT SCALE: 3/8" = 1'-0" ENTRY @ LEVEL 01
7CHESTNUT SCALE: 3/8" = 1'-0" ENTRY @ LEVEL 02
8CHESTNUT SCALE: 3/8" = 1'-0" ENTRY @ LEVEL 03
6CHESTNUT SCALE: 3/8" = 1'-0" ENTRY @ BRICK INSET
2WALL SCALE: 3/8" SECTION = 1'-0"
Keynote Legend
03 40 00.a PRECAST CONCRETE PANEL
05 12 00.a GALV. STEEL C CHANNEL; RE: STRUCT FOR
ATTACHMENT
1 GMP / PERMIT SET 13 MAY 2016
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
G F.6 F
C4
6" DOWNSPOUT AND
SCUPPER TO MATCH
METAL PANEL
6" DOWNSPOUT AND
SCUPPER TO ALIGN AND
MATCH METAL PANEL
PREFINISHED METAL COPING
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
1.3 1
D1
6" DOWNSPOUT AND SCUPPER TO
MATCH METAL PANEL
PREFINISHED METAL COPING
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:18 AM
A250
BUILDING SECTIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1EAST-SCALE: 3/32" WEST = 1'-0" SECTION
3NORTH-SCALE: 3/32" = 1'-SOUTH 0" SECTION
2EAST-SCALE: 3/32" WEST = 1'-0" SECTION THRU LOWER RAMP
4TRENCH SCALE: 1" = 1'-0" DRAIN DETAIL
5BUILDING SCALE: 3/32" = 1'-0" SECTION - SW STAIR TOWER
6BUILDING SCALE: 3/32" = 1'-0" SECTION - NE STAIR TOWER
1 GMP / PERMIT SET 13 MAY 2016
LEVEL 03
125' - 8"
ROOF
136' - 10"
A B C D E F G
1
A250
1
A250
ALUMINUM STOREFRONT
SIGNAGE TO BE APPROVED
INTERLOCKING METAL PANEL
(ZINC) TO MATCH HOTEL
PREFINISHED GALVANIZED
METAL COPING
EXTERIOR PLASTER FINISH
PANEL TO RECEIVE "ALLEY
ART", TYP. (3) BAYS
GALVANIZED STEEL "C" CHANNEL
BRICK VENEER
INTEGRAL COLOR PRECAST
CONCRETE SPANDREL
METAL GRATE WITH GALVANIZED
STEEL FRAME TO SUPPORT
"GREEN SCREEN" SYSTEM VINES
STOREFRONT WINDOW
PV ARRAY BEYOND
(ALTERNATE)
SECTIONAL OVERHEAD DOOR
CONTINUOUS PRECAST REVEALS
CONTINUOUS STEEL PLATE FIN
A304
1
A306
1
A307
1
A.3 F.6
CORBELLED BRICK BANDING
BRICK SOLDIER COURSE
T.O. PANEL EL = 107' - 2"
T.O. PANEL EL = 129' - 5"
2
A250
2
A250
GALVANIZED STEEL FRAME
CANOPY WITH INFILL
PERFORATED METAL GRATE
C1 C2
A A A
T.O. PANEL EL = 120' - 1"
DASHED LINE OF
ROOF BEYOND
DASHED LINE OF BRICK
LEDGE BELOW - RE: STRUCT
F3 E3 F3 F3 F3 E3 F3
E3 F3 E3 F3 E3
F3 F3 E3 F3 E3
OVERFLOW DRAIN DOWNSPOUT NOZZLE
- CENTER ON BRICK PILASTER, TYP.
A.4
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
1 1.3 1.6 2 3 3.7 4
3
A250
3
A250 5
INTEGRAL COLOR PRECAST
CONCRETE SPANDREL
METAL GRATE WITH
GALVANIZED STEEL FRAME TO
SUPPORT "GREEN SCREEN"
SYSTEM VINES
SIGNAGE TO BE APPROVED
ALUMINUM STOREFRONT
RAMP, BEYOND
PV ARRAY BEYOND
(ALTERNATE)
CONTINUOUS STEEL PLATE FIN
A303
1
T.O. PANEL EL = 129' - 5"
GALVANIZED STEEL FRAME
CANOPY WITH INFILL
PERFORATED METAL GRATE
CONTINUOUS PRECAST REVEAL
D3
T.O. PANEL EL = 109' - 3"
T.O. PANEL EL = 118' - 9"
T.O. PANEL EL = 120' - 1"
F3 E3 E3 F3 E3 F3
E3 F3 E3 F3 F3 E3
F3 E3 F3 E3
INTERLOCKING METAL PANEL
(ZINC) TO MATCH HOTEL
LEVEL 01
100' - 0"
LEVEL 02
115' - 0"
LEVEL 03
125' - 8"
ROOF
136' - 10"
4 3.7 3 2 1.6 1.3 1
3
A250
3
5 A250
PRECAST REVEAL
METAL GRATE WITH GALVANIZED STEEL
FRAME TO SUPPORT "GREEN SCREEN"
SYSTEM VINES
INTREGAL COLOR PRECAST
CONCRETE SPANDREL
BRICK VENEER SIGNAGE TO BE APPROVED
GALVANIZED STEEL FRAME CANOPY WITH
INFILL PREFORATED METAL GRATE
CONTINUOUS STEEL PLATE FIN
A302
1
A301
1
T.O. PANEL EL = 103' - 9"
T.O. PANEL EL = 118' - 9"
GALVANIZED STEEL FRAME T.O. PANEL EL = 129' - 5"
CANOPY WITH INFILL
PERFORATED METAL GRATE
ALUMINUM STOREFRONT
PV ARRAY BEYOND
(ALTERNATE)
GALVANIZED STEEL "C" CHANNEL
STOREFRONT WINDOW
BRICK SOLDIER COURSE
EXTERIOR PLASTER FINISH
PANEL TO RECEIVE "ALLEY
ART"
GALVANIZED STEEL "C" CHANNEL
ANGLE CANOPY SUPPORTS
C3
B
DASHED LINE OF ROOF BEYOND
DASHED LINE OF BRICK
LEDGE BELOW - RE: STRUCT
E1 F1 E1 F1 F1 E1 F1 E1 F1
A1 C C A1 A1 A1
F1 E1 F1 E1 F1 E1
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:13 AM
A200
GARAGE ELEVATIONS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
4EAST SCALE: 3/32" (JEFFERSON) = 1'-0"
3WEST SCALE: 3/32" (= FIREHOUSE 1'-0" ALLEY)
2NORTH SCALE: 3/32" = 1'-0"
1SOUTH SCALE: 3/32" = (1'-CHESTNUT) 0"
1 GMP / PERMIT SET 13 MAY 2016
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:00 AM
A104
ROOF PLAN
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE:
N
1ROOF 3/32" PLAN = 1'-0"
1 GMP / PERMIT SET 13 MAY 2016
A250
2
A250
RAMP BELOW CUT LINE SEE A102
5 A250
17
A250
6
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
FINISH FLOOR
EL = 124' - 4"
EL = 125' - 8"
FINISH FLOOR
EL = 125' - 4"
FINISH FLOOR
EL = 125' - 8"
FINISH FLOOR
EL = 124' - 4"
FINISH FLOOR
EL = 124' - 4"
FINISH FLOOR
EL = 125' - 8"
FINISH FLOOR
FINISH FLOOR
EL = 124' - 4"
FINISH FLOOR
EL = 124' - 4"
FINISH FLOOR
EL = 125' - 4"
FINISH FLOOR
EL = 125' - 5 1/2"
EL = 125' - 8"
FINISH FLOOR
FINISH FLOOR
EL = 125' - 8"
FINISH FLOOR
FINISH FLOOR
EL = 125' - 5"
FINISH FLOOR
EL = 125' - 1"
FINISH FLOOR
EL = 125' - 1"
FINISH FLOOR
RAMP DOWN
6.67% DN
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
ELEV.
STAIR 01
STAIR 02
SLAB LEAVE OUT FOR FUTURE
SHAFT ENCLOSURE
INFILL LEAVEOUT WITH GALVANIZED
METAL GRATE TO MATCH SCREENS
ELEV.
CONTROL
ROOM
SLAB LEAVE OUT FOR FUTURE SHAFT
ENCLOSURE
INFILL LEAVEOUT WITH GALVANIZED
METAL GRATE TO MATCH SCREENS
2.0%
EL = 124' - 11"
EL = 124' - 11"
EL = 124' - 11"
EL = 124' - 11"
EL = 124' - 11"
EL = 125' - 1"
FINISH FLOOR
WS-3
WS-3
A.4
1/2" /12" MIN 1/2" /12" MIN 1/2" /12" MIN 1/2" /12" MIN
RIDGE
ROOF DRAIN AND OVERFLOW
DRAIN RE: PLUMBING
ROOF DRAIN AND OVERFLOW
DRAIN RE: PLUMBING
F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C.
SIM.
WS-3 WS-3
SIM. SIM.
18
19
WS-3
WS-3
WS-3
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:32:57 AM
A103
FLOOR PLAN LEVEL 3
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE:
N
1THIRD 3/32" LEVEL = 1'-0" FLOOR PLAN
1 GMP / PERMIT SET 13 MAY 2016
A702
2
6" DIA. BOLLARD
WS-3
2
A250
2
A250
5 A250
28' - 9 3/8"
14
15
A250
6
EV
EV
EV
EV
EV
EV
EV
EV
ELECTRIC VEHICLE
CHARING STATION,
TYP. OF (4)
WS-3
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
EL = 113' - 8"
EL = 115' - 0"
EL = 114' - 8"
EL = 113' - 8"
EL = 113' - 8"
EL = 115' - 0"
EL = 113' - 8"
EL = 114' - 9 1/2"
EL = 115' - 0"
EL = 115' - 0"
EL = 114' - 9"
EL = 114' - 5"
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
FINISH FLOOR
EL = 114' - 5"
FINISH FLOOR
EL = 114' - 8"
EL = 114' - 5"
FINISH FLOOR
EL = 114' - 9"
FINISH FLOOR
EL = 113' - 8"
EL = 113' - 8"
RAMP DOWN
6.67% DN
RAMP DOWN
6.67% DN
EXPRESS
RAMP DOWN
13.6% DN
13.6% DN
EXPRESS
RAMP DOWN
6.67% UP
RAMP UP
6.67% UP
RAMP UP
EL = 114' - 3"
FINISH FLOOR
EL = 114' - 3"
FINISH FLOOR
EL = 114' - 3"
EL = 114' - 3"
FINISH FLOOR
FINISH FLOOR
ELEV.
STAIR 01
STAIR 02
SLAB LEAVE OUT FOR FUTURE SHAFT
ENCLOSURE
INFILL LEAVEOUT WITH GALVANIZED
METAL GRATE TO MATCH SCREENS
F.E.C.
F.E.C.
F.E.C.
F.E.C. F.E.C.
F.E.C.
F.E.C.
F.E.C.
2'-0" 9'-0 1/2"
1'-11"
1"
SLAB LEAVE OUT FOR FUTURE SHAFT
ENCLOSURE
INFILL LEAVEOUT WITH GALVANIZED
METAL GRATE TO MATCH SCREENS
A.4
REFER A103
RAMP UP
REFER A101
RAMP DOWN
1/2" /12" MIN 1/2" /12" MIN 1/2" /12" MIN 1/2" /12" MIN
RIDGE
ROOF AND OVERFLOW DRAIN
RE: PLUMBING
ROOF AND OVERFLOW DRAIN
RE: PLUMBING
WS-3
WS-3
WS-3
SIM.
2'-0"
2'-0"
WS-3
WS-3
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:32:50 AM
A102
FLOOR PLAN LEVEL 2
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE:
N
1SECOND 3/32" = 1'-0" LEVEL FLOOR PLAN
1 GMP / PERMIT SET 13 MAY 2016
2 SPACES
2 SPACES
3 SPACES 3 SPACES 4 SPACES
FINISH FLOOR
FINISH FLOOR
4 SPACES 2 SPACES
2 SPACES
CARD READER AND GATE CARD READER AND GATE
PAY STATION (ALTERNATE)
EMERGENCY CALL BOX (ALTERNATE)
PAY STATION (ALTERNATE)
EMERGENCY CALL BOX
(ALTERNATE)
A.3
F.6
FINISH FLOOR
EL = 103' - 3 1/2"
FINISH FLOOR
A702
1
A701
1
STORAGE
ROOM
8" TRENCH DRAIN -
WIDTH OF RAMP
RAMP UP
1%
EMERGENCY CALL BOX
(ALTERNATE)
MECH.
ROOM
6" DIA. BOLLARD
1.5%
1.5%
1.2%
1.5%
1.7%
1.5%
WS-3
WS-3
2
A250
2
A250
WS-5
WS-5
WS-5
WS-5
WS-5
SIM.
WS-5
WS-5
WS-5
WS-5
SIM.
SIM.
SIM.
WS-5
WS-5
EXTENTS OF FUTURE RETAIL/OFFICE
EL = 104' - 1 1/2"
SLOPE LANDING AWAY FROM
DOORS FOR WATER DRAINAGE
EL = 103' - 3 1/2"
C4
D1
5 A250
8
9
10
13
11
2
3
4
5
6
7
1
12
EL = 102' - 5"
EL = 102' - 7"
EL = 103' - 2"
EL = 102' - 6"
FINISH FLOOR
2'-9"
EL = 100' - 0"
FINISH FLOOR
EL = 100' - 0"
FINISH FLOOR
3' - 0" 3' - 0"
20' - 8"
EL = 100' - 0"
FINISH FLOOR
1%
UP
A250
6
PIPE BOLLARD, TYP.
RE. PK DRAWINGS
WS-4
WS-4
35' - 9"
19' - 0" 16' - 9"
RAMP DOWN
6.67% DN
RAMP DOWN
6.67% DN
EXPRESS
RAMP DOWN
13.6% DN
13.6% DN
EXPRESS
RAMP DOWN
RAMP DOWN
1% DN
RAMP DOWN
1% DN
SERVER
ROOM
ELEC.
ROOM
STAIR 02
175'-6"
3'-9 1/8"
3'-10 3/4" 10'-0 7/8" 9'-6 3/8"
1'-9 1/8"
6'-0 3/8"
4'-0 1/4"
1'-10 3/4" 2'-0 7/8"
4'-0 1/4"
14'-6 1/8" 14'-6 1/8"
2'-0 7/8" 4'-0 1/4"
1'-10 3/4" 2'-0 7/8"
2'-10 3/4"
13'-7 7/8"
2'-11 5/8" 2'-11 5/8"
13'-1 1/2"
2'-8 5/8"
6'-3 3/8"
3'-11 5/8" 3'-0"
1'-8 5/8" 2'-3"
3'-0" 3'-0"
1'-8 5/8" 2'-3"
3'-0" 2'-3"
5'-0 3/8" 1'-8 5/8"
3'-11 5/8"
4'-1 1/2"
6'-3 3/4"
18'-8"
2'-7 1/2"
12'-0"
F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C. F.E.C.
F.E.C.
F.E.C.
A.4
WS-3
WS-3
CAR COUNT
9'-0" 90° STANDARD SPACE
8'-9" 65° STANDARD SPACE
TIER
GROUND
SECOND
THIRD
TOTAL
STANDARD CAR
ACCESSIBLE
VAN
ACCESSIBLE TOTAL
96
117
114
327
2
2
2
6
2
0
0
2
100
119
116
335
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:32:46 AM
A101
FLOOR PLAN LEVEL 1
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE:
N
1FIRST 3/32" LEVEL = 1'-0" FLOOR PLAN
1 GMP / PERMIT SET 13 MAY 2016
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:32:43 AM
A001
SITE PLAN
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE:
N
1SITE 1/PLAN 16" = 1'-0"
1 GMP / PERMIT SET 13 MAY 2016
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:34:19 AM
G351
DETAILS - ACCESSIBILITY
MOUNTING HEIGHTS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
SCALE: 3/4" = 1'-0"
FIRE PROTECTION & ELECTRICAL MOUNTING HEIGHTS
1 GMP / PERMIT SET 13 MAY 2016
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:34:18 AM
G203
CODE ANALYSIS - EGRESS &
TRAVEL DISTANCE
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1EGRESS SCALE: 3/32" = 1'-0" & TRAVEL DISTANCE - LEVEL 03
1 GMP / PERMIT SET 13 MAY 2016
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:34:15 AM
G202
CODE ANALYSIS - EGRESS &
TRAVEL DISTANCE
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1EGRESS SCALE: 3/32" = 1'-0" & TRAVEL DISTANCE - LEVEL 02
1 GMP / PERMIT SET 13 MAY 2016
(<100'-0" MAX.)
COMMON PATH OF EGRESS TRAVEL = 32' - 3"
(<100'-0" MAX.)
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:34:08 AM
G201
CODE ANALYSIS - EGRESS &
TRAVEL DISTANCE
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1EGRESS SCALE: 3/32" = 1'-0" & TRAVEL DISTANCE - LEVEL 01
1 GMP / PERMIT SET 13 MAY 2016
PARTITIONS CORRIDORS PER
UBC 1018.1.
.5 HR @ R
OCCUPANCY
NR NOT 20 MIN
REQUIRED
FIRE
PARTITION
IN/EXTERIOR
WALLS
INTERIOR AND EXTERIOR
NON-RATED WALLS (PER
OCCUPANCY - IBC 302)
NR NR NOT
REQUIRED
NOT
REQUIRED
EXIT ENCLOSURES, ALL
SHAFT WALLS, AND EXIT
PASSAGE WALL. ALSO ALL
FLOOR AND CEILING
ASSEMBLIES
2 HR 1.5 HR (NOT
REQ'D
WHERE
EXCEPTIONS
ARE MET)
NOT
REQUIRED
FIRE WALL 90 MIN
SMOKE
BARRIERS
ELEVATOR LOBBY
(IBC 713.14.1)
NR NR NOT 20 MIN
REQUIRED
CUMULATIVE
OCCUPANCY
LOAD
EXIT
OCCUPANT
LOAD
X
Y OR Y
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING < 4 STORIES
STAIRWAYS 1HR (2HR*)
HR RATING > 4 STORIES
2HR
SHAFTS 1HR (2HR*) 2HR
HOR. EXIT 2HR NA
EXIT PASSAGEWAY 1HR NA
INCIDENTAL USES 1HR OR SPRINKLER 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED.
(IBC 2012 SECTION 713.4)
ELEV.
STAIR 01
STAIR 02
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
FUNCTION:
39597 SF
PARKING
200 SF
198
S-2
PARKING
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
99
.15"/OCC = 14.85" < 36" ACTUAL
.30"/OCC = 29.7" < 48" ACTUAL
99
99
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 01
99
.15"/OCC = 14.85" < 68" ACTUAL
.30"/OCC = 29.7" < 48" ACTUAL
OPEN TO RAMP BELOW
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:34:06 AM
G103
CODE ANALYSIS - FIRE RATED
WALLS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1LEVEL SCALE: 3/32" 03 = 1'-0"
1 GMP / PERMIT SET 13 MAY 2016
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT ARE
SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED CONSTRUCTION.
WALLS SEPARATING
DWELLING UNITS OR
SLEEPING UNITS, AND
OCCUPANCY
SEPARATIONS
CLASSIFICATION PER IBC
302
1 HR 1 HR
EXTERIOR WALL @
TRANSFORMER AND
GENERATOR
3 HR NR NOT
REQUIRED
NA
NOT 20 MIN
REQUIRED
FIRE WALL
DESIGN
OCCUPANCY
LOAD
FIRE
PARTITIONS CORRIDORS PER
UBC 1018.1.
.5 HR @ R
OCCUPANCY
NR NOT 20 MIN
REQUIRED
FIRE
PARTITION
IN/EXTERIOR
WALLS
INTERIOR AND EXTERIOR
NON-RATED WALLS (PER
OCCUPANCY - IBC 302)
NR NR NOT
REQUIRED
NOT
REQUIRED
EXIT ENCLOSURES, ALL
SHAFT WALLS, AND EXIT
PASSAGE WALL. ALSO ALL
FLOOR AND CEILING
ASSEMBLIES
2 HR 1.5 HR (NOT
REQ'D
WHERE
EXCEPTIONS
ARE MET)
NOT
REQUIRED
FIRE WALL 90 MIN
SMOKE
BARRIERS
ELEVATOR LOBBY
(IBC 713.14.1)
NR NR NOT 20 MIN
REQUIRED
CUMULATIVE
OCCUPANCY
LOAD
EXIT
OCCUPANT
LOAD
X
Y OR Y
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING < 4 STORIES
STAIRWAYS 1HR (2HR*)
HR RATING > 4 STORIES
2HR
SHAFTS 1HR (2HR*) 2HR
HOR. EXIT 2HR NA
EXIT PASSAGEWAY 1HR NA
INCIDENTAL USES 1HR OR SPRINKLER 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED.
(IBC 2012 SECTION 713.4)
SHEET NOTES:
1. SEE A500 SERIES FOR WALL TYPES.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE FACE
OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WILL BE 2HR
RATED
4.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:34:03 AM
G102
CODE ANALYSIS - FIRE RATED
WALLS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1LEVEL SCALE: 3/32" 02 = 1'-0"
1 GMP / PERMIT SET 13 MAY 2016
ELEC.
ROOM
ELEV.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
FUNCTION:
83 SF
SERVER ROOM
160 SF
1
B
SERVER
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
FUNCTION:
83 SF
ELECTRICAL
300 SF
1
MECH.
ELECTRICAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 01
150
.15"/OCC = 22.5" <36.0" ACTUAL
.20"/OCC = 30.0" < X44.0" ACTUAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
FUNCTION:
35942 SF
PARKING
200 SF
180
S-2
PARKING
4
1
1 1
95 95
2
92
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR LV. 1
92
.15"/OCC = 13.8" < 36" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR LV. 1
95
.15"/OCC = 14.25" < 38" ACTUAL
95
29.3
29.3
29.3
29.3
29.3
29.3
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR LV. 1
29.3
.15"/OCC = 4.4" < 48" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR LV. 1
29.3
.15"/OCC = 4.4" < 48" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR LV. 1
29.3
.15"/OCC = 4.4" < 48" ACTUAL
90
90
92
<154'-7" DEAD END CORRIDOR (SECTION 1018.4)
60'-3 7/8" < 2.5xWIDTH
61'-10"
FIRE RESISTANCE - RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE FIRE
RESISTIVE
RATING (1)
FIRE
DAMPER
RATING (2)
SMOKE
DAMPER
RATING (3)
FIRE DOOR
/ SHUTTER
RATING (4)
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5 FEET SHALL BE
RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION DISTANCE < OR = 5 FEET, SUCH WALLS
SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT ARE
SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED CONSTRUCTION.
WALLS SEPARATING
DWELLING UNITS OR
SLEEPING UNITS, AND
OCCUPANCY
SEPARATIONS
CLASSIFICATION PER IBC
302
1 HR 1 HR
EXTERIOR WALL @
TRANSFORMER AND
GENERATOR
3 HR NR NOT
REQUIRED
NA
NOT 20 MIN
REQUIRED
FIRE WALL
DESIGN
OCCUPANCY
LOAD
FIRE
PARTITIONS CORRIDORS PER
UBC 1018.1.
.5 HR @ R
OCCUPANCY
NR NOT 20 MIN
REQUIRED
FIRE
PARTITION
IN/EXTERIOR
WALLS
INTERIOR AND EXTERIOR
NON-RATED WALLS (PER
OCCUPANCY - IBC 302)
NR NR NOT
REQUIRED
NOT
REQUIRED
EXIT ENCLOSURES, ALL
SHAFT WALLS, AND EXIT
PASSAGE WALL. ALSO ALL
FLOOR AND CEILING
ASSEMBLIES
2 HR 1.5 HR (NOT
REQ'D
WHERE
EXCEPTIONS
ARE MET)
NOT
REQUIRED
FIRE WALL 90 MIN
SMOKE
BARRIERS
ELEVATOR LOBBY
(IBC 713.14.1)
NR NR NOT 20 MIN
REQUIRED
CUMULATIVE
OCCUPANCY
LOAD
EXIT
OCCUPANT
LOAD
X
Y OR Y
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING < 4 STORIES
STAIRWAYS 1HR (2HR*)
HR RATING > 4 STORIES
2HR
SHAFTS 1HR (2HR*) 2HR
HOR. EXIT 2HR NA
EXIT PASSAGEWAY 1HR NA
INCIDENTAL USES 1HR OR SPRINKLER 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED.
(IBC 2012 SECTION 713.4)
SHEET NOTES:
1. SEE A500 SERIES FOR WALL TYPES.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE FACE
OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WILL BE 2HR
RATED
4.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:34:00 AM
G101
CODE ANALYSIS - FIRE RATED
WALLS
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1LEVEL SCALE: 3/32" 01 = 1'-0"
1 GMP / PERMIT SET 13 MAY 2016
TABLE 705.8)
FIRE SEPARATION DISTANCE 5' TO 10'
UNPROTECTED, NONSPRINKLERED (UP, NS)
ALLOWABLE AREA: 10%
.
MAX. AREA OF EXTERIOR. WALL OPENINGS
BASED ON FIRE SEPARATION DISTANCE. (IBC
TABLE 705.8)
FIRE SEPARATION DISTANCE 15' TO 20'
UNPROTECTED, NONSPRINKLERED (UP, NS)
ALLOWABLE AREA: 25%
OPEN PARKING EXCEPTION: NO LIMIT
.
MAX. AREA OF EXTERIOR. WALL OPENINGS
BASED ON FIRE SEPARATION DISTANCE. (IBC
TABLE 705.8)
FIRE SEPARATION DISTANCE 10' TO 15'
UNPROTECTED, NONSPRINKLERED (UP, NS)
ALLOWABLE AREA: 15%
OPEN PARKING EXCEPTION: NO LIMIT
.
MAX. AREA OF EXTERIOR. WALL OPENINGS
BASED ON FIRE SEPARATION DISTANCE. (IBC
TABLE 705.8)
FIRE SEPARATION DISTANCE 15' TO 20'
UNPROTECTED, NONSPRINKLERED (UP, NS)
ALLOWABLE AREA: 25%
OPEN PARKING EXCEPTION: NO LIMIT
.
MAX. AREA OF EXTERIOR. WALL OPENINGS
BASED ON FIRE SEPARATION DISTANCE. (IBC
TABLE 705.8)
FIRE SEPARATION DISTANCE 25' TO 30'
UNPROTECTED, NONSPRINKLERED (UP, NS)
ALLOWABLE AREA: 70%
OPEN PARKING EXCEPTION: NO LIMIT
54'-10 3/8"
74'-9 7/8"
56'-5 7/8"
50'-5 3/4"
56'-5 3/8"
54'-2 3/8"
MAX. AREA OF EXTERIOR WALL OPENING TO R.O.W. - FIRE SEPARATION DIST.
& DEGREE OF OPENING PROTECTION - (IBC TABLE 705.8)
SYMBOL FIRE SEPARATION
DIST.
ALLOWABLE
AREA
NOTES:
G. THE AREA OF OPENINGS IN AN OPEN PARKING STRUCTURE WITH A FIRE SEPERATION DISTANCE
OF 10 FEET OR GREATER SHALL NOT BE LIMITED.
EXTERIOR WALL
15' TO LESS THAN 20'
25%
45%
DEGREE OF OPENING PROTECTION
EXTERIOR WALL
20' TO LESS THAN 25'
EXTERIOR WALL
5' TO LESS THAN 10'
10%
EXTERIOR WALL 15%
10' TO LESS THAN 15'
*G
EXTERIOR WALL
0' TO LESS THAN 3'
UNPROTECTED, NONSPRINKLER NOT PERMITTED
(UP,NS)
EXTERIOR WALL
3' TO LESS THAN 5'
UNPROTECTED, NONSPRINKLER
(UP,NS)
UNPROTECTED, NONSPRINKLER
(UP,NS)
UNPROTECTED, NONSPRINKLER
(UP,NS)
UNPROTECTED, NONSPRINKLER
(UP,NS)
UNPROTECTED, NONSPRINKLER
(UP,NS)
NOT PERMITTED
EXTERIOR WALL 45%
25' TO LESS THAN 30'
UNPROTECTED, NONSPRINKLER
(UP,NS)
EXTERIOR WALL 45%
30' OR GREATER
UNPROTECTED, NONSPRINKLER
(UP,NS)
*G
*G
*G
*G
*G
*G
*G
*G
*G
IBC SECTION 406.5.2 OPENINGS
FOR NATURAL VENTILATION PURPOSES THE EXTERIOR SIDE OF THE STRUCTURE SHALL HAVE UNIFORMILY DISTRIBUTED
OPENINGS ON TWO OR MORE SIDES. THE AREA OF SUCH OPENINGS IN EXTERIOR WALLS ON A TIER SHALL BE NOT LESS THAN
20 PERCENT OF THE TOAL PERIMETER WALL AREA OF EACH TIER. THE AGGREGATE LENGTH OF THE OPENINGS CONDISERED TO
BE PROVIDING NATURAL VENTILATION SHALL BE NOT LESS THAN 40 PERCENT OF THE PRIMETER OF THE TIER. INTERIOR WALLS
SHALL BE NOT LESS THAN 20 PERCENT OPEN WITH UNIFORMILY DISTRIBUTED OPENINGS.
NORTH ELEVATION
TOTAL AREA (sf) TOTAL CLOSED AREA (sf) TOTAL OPEN AREA (sf) OPEN AREA (%)
FIRST FLOOR
SECOND FLOOR
1231
1231
1113
1116
118
115
10%
9%
WEST ELEVATION
TOTAL AREA (sf) TOTAL CLOSED AREA (sf) TOTAL OPEN AREA (sf) OPEN AREA (%)
FIRST FLOOR
SECOND FLOOR
1681
1681
1528
1437
153
244
9%
15%
SOUTH ELEVATION
TOTAL AREA (sf) TOTAL CLOSED AREA (sf) TOTAL OPEN AREA (sf) OPEN AREA (%)
FIRST FLOOR
SECOND FLOOR
1157
1157
574
710
583
447
50%
39%
EAST ELEVATION
TOTAL AREA (sf) TOTAL CLOSED AREA (sf) TOTAL OPEN AREA (sf) OPEN AREA (%)
FIRST FLOOR
SECOND FLOOR
1453
1453
1221
894
232
559
16%
25%
TOTAL PERIMETER AREA
TOTAL AREA (sf) TOTAL CLOSED AREA (sf) TOTAL OPEN AREA (sf) OPEN AREA (%)
FIRST FLOOR
SECOND FLOOR
5522
5522
4437
4157
1085
1365
20%
25%
OPENING CALCULATIONS
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:57 AM
G100
CODE ANALYSIS - FIRE
SEPARATION DISTANCE
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1FIRE SCALE: 1/16" SEPERATION = 1'-0" DISTANCE
1 GMP / PERMIT SET 13 MAY 2016
20' TO LESS THAN 25' FIRE SEPARATION DISTANCE = 45% (UP, NS)
25' TO LESS THAN 30' FIRE SEPARATION DISTANCE = 70% (UP, NS)
30' OR GREATER FIRE SEPARATION DISTANCE = NO LIMIT (UP, NS)
A. VALUES INDICATED AREA THE PERCENTAGE OF THE AREA OF THE EXTERIOR WALL, PER STORY.
B. FOR THE REQUIREMENTS FOR FIRE WALLS OF BUILDINGS WITH DIFFERING HEIGHTS, SEE IBC SECTION
706.6.1.
G. THE AREA OF OPENINGS IN AN OPEN PARKING STRUCTURE WITH A FIRE SEPARATION DISTANCE OF 10
FEET OR GREATER SHALL NOT BE LIMITED.
COMMON PATH OF EGRESS TRAVEL (IBC 1014.3)
GROUP S OCCUPANCY: OCCUPANT LOAD < 30 = 100 FEET MAXIMUM
OCCUPANT LOAD > 30 = 75 FEET MAXIMUM
GROUP M OCCUPANCY: 75 FEET MAXIMUM (NONSPRINKLERED)
d. THE COMMON PATH OF EGRESS TRAVEL IN A GROUP S-2 OPEN PARKING GARAGE SHALL NOT BE MORE THAN 100 FEET
DEAD END CORRIDORS (IBC 1018.4)
EXCEPTION 3: A DEAD END CORRIDOR SHALL NOT BE LIMITED IN LENGTH WHERE THE LENGTH OF THE DEAD-
END CORRIDOR IS LESS THAN 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR.
MINIMUM NUMBER OF EXITS PER STORY (IBC TABLE 1021.1)
OCCUPANCY LOAD (persons per story) MINIMUM NUMBER OF EXITS
1 - 500 2 EXITS
501 - 1000 3 EXITS
MORE THAN 1000 4 EXITS
DISTANCE BETWEEN EXITS (IBC 1015.2.1; EXC. 2)
MINIMUM SEPARATION BETWEEN EXITS SHALL NOT BE LESS THAN 1/2 OF THE LENGTH
OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED
EGRESS WIDTH PER OCCUPANT SERVED (NONSPRINKLERED)
STAIRWAYS: 0.3 INCHES / OCCUPANT (TABLE 1005.1)
OTHER EGRESS COMPONENTS: 0.15 INCHES / OCCUPANT (TABLE 1005.1)
MINIMUM STAIRWAY WIDTH: 44" (IBC 1009.1)
36" <50 OCCUPANTS (IBC 1009.1;EXC. 1)
MINIMUM RAMP WIDTH: SEE CORRIDOR WIDTH
MINIMUM CORRIDOR WIDTH: 44" (IBC 1017.2)
36" <50 OCCUPANTS (IBC 1017.2 ;EXC. 2)
24" ACCESS TO AND UTILIZATION OF MEP SYSTEMS OR
EQUIPMENT (IBC 1017.2 ;EXC.1)
DOOR ENCROACHMENT: DOORS OPENING INTO PATH OF EGRESS TRAVEL SHALL NOT
REDUCE THE REQUIRED WIDTH TO LESS THAN ONE-HALF DURING THE COURSE OF THE SWING.
WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE REQUIRED
WIDTH. (IBC 1005.2)
DOORS, GATES AND TURNSTILES
MINIMUM & MAXIMUM DOOR SIZES: 32" AND 48" CLEAR WIDTH, RESPECTIVELY (IBC 1008.1.1)
DIRECTION OF SWING: IN DIRECTION OF EGRESS TRAVEL WHERE SERVING > 50 OCCUPANTS (IBC 1008.1.2)
DOOR CLOSING: FIRE DOORS SHALL BE SELF- OR AUTOMATIC-CLOSING (IBC 716.5.7).
LANDING WIDTH: NOT LESS THAN THE WIDTH OF THE STAIR OR THE DOOR, WHICHEVER IS GREATER.
DOORS IN FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY
MORE THAN 7 INCHES. AT LANDINGS SERVING AN OCCUPANT LOAD > 50, DOOR
SWING SHALL LEAVE NOT LESS THAN ONE HALF OF THE REQUIRED WIDTH OF A
LANDING. (IBC 1008.1.6)
LANDING LENGTH: 44" MINIMUM IN DIRECTION OF TRAVEL. (IBC 1008.1.6)
THRESHOLD HEIGHT: 1/2" MAXIMUM (IBC 1008.1.7)
ELECTRICAL ROOMS: ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND OVER
6 FEET WIDE THAT CONTAIN CURRENT DEVICES, SWITCHING DEVICES OR CONTROL
DEVICES -- DOOR SHALL HAVE PANIC/FIRE EXIT HARDWARE AND SWING IN THE
DIRECTION OF TRAVEL (IBC 1008.1.10)
ACCESSIBLE MEANS OF EGRESS
CODE SUMMARY, CONTINUED CODE SUMMARY, CONTINUED
SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY (IBC TABLE 1015.1)
OCCUPANCY MAX. OCC. LOAD
GROUP S 29
GROUP M 49
ACCESSIBLE MEANS OF
EGRESS REQUIRED
SEPARATION BETWEEN BUILDINGS OR REFUGE AREAS CONNECTED BY
A HORIZONTAL EXIT SHALL BE PROVIDED BY A FIRE WALL COMPLYING
WITH IBC SECTION 706; OR IT SHALL BE PROVIDED BY A FIRE BARRIER
COMPLYING WITH IBC SECTION 707 OR A HORIZONTAL ASSEMBLY
COMPLYING WITH IBC SECTION 711, OR BOTH. OPENING PROTECTIVES
IN HORIZONTAL ASSEMBLIES SHALL ALSO COMPLY WITH IBC SECTION
716. DUCT AND AIR TRANSFER OPENINGS IN A FIRE WALL OR FIRE
BARRIER THAT SERVES AS A HORIZONTAL EXIT SHALL ALSO COMPLY
WITH IBC SECTION 717. THE HORIZONTAL EXIT SEPARATION SHALL
EXTEND VERTICALLY THROUGH ALL LEVELS OF THE BUILDING UNLESS
FLOOR ASSEMBLIES HAVE A FIRE-RESISTANCE RATING OF NOT LESS
THAN TWO-HOURS WITH NO UNPROTECTED OPENINGS (IBC SECTION
1025.2)
DEFERRED SUBMITTALS (IBC 106.3.4.2)
DOCUMENTS FOR DEFERRED SUBMITTAL SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION
INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO
BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE
INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
1. FIRE ALARM SHOP SUBMITTAL.
2. PRECAST CONCRETE SHOP DRAWINGS.
3. GLAZED ALUMINUM CURTAIN WALL SHOP DRAWINGS.
4. METAL STAIRS AND MISC. ARCHITECTURAL METAL WORK, (INCLUDING HANDRAIL SHOP DRAWINGS).
5. ROOFING SYSTEMS CONFORMANCE TO WIND / DEFLECTION CRITERIA.
6. SPECIAL INSPECTIONS (IBC 1704).
- STEEL CONSTRUCTION: WELDS, CUTS AND HIGH-STRENGTH BOLTING (IBC 1704.3).
- CONCRETE CONSTRUCTION (IBC 1704.4).
- MASONRY CONSTRUCTION (IBC 1704.5).
- SOILS (IBC 1704.7).
- PIERS (IBC 1704.9).
- SPRAY FIRE RESISTANT MATERIALS (FIRE-PROOFING STEEL AND FLOORS). (IBC 1704.10).
- SPECIAL CASES: AS DETERMINED BY THE CITY OF GREENVILLE BUILDING DEPARTMENT (IBC 1704.13).
7. CODE REQUIRED SIGNAGE, INCLUDING BUT NOT LIMITED TO:
- ACCESSIBILITY PER IBC 1007 AND 1110.
- DOORS PER IBC 1008.
- ELEVATORS PER IBC 1109.
- ASSEMBLY OCCUPANT CONTENT PER IBC 1004.
- TACTILE EXIT SIGNAGE PER IBC 1011.3.
- STAIR IDENTIFICATION PER IBC 1011, 1020 AND 1110.
- STANDPIPE CONTROL PER IBC 905.
GENERAL BUILDING CODE COMMENTS
1. A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED BY THE TENANT PRIOR TO OCCUPYING ANY BUILDINGS OR
PORTIONS OF BUILDINGS.
2. FIRE RESISTANCE RATINGS OF SHAFT ENCLOSURES SHALL COMPLY WITH IBC 707.4, BUT SHALL NOT BE LESS
THAN THE FLOOR ASSEMBLY PENETRATED.
3. FIRE RESISTANCE RATINGS OF SHAFT ENCLOSURES SHALL COMPLY WITH IBC 707.4.
4. THE SUPPORTING CONSTRUCTION OF SHAFT ENCLOSURES SHALL BE PROTECTED TO AFFORD THE REQUIRED
FIRE-RESISTANCE RATING OF THE ELEMENT SUPPORTED.
5. PENETRATIONS OTHER THAN THOSE NECESSARY FOR THE PURPOSE OF THE SHAFT SHALL NOT BE
PERMITTED IN SHAFT ENCLOSURES. DUCTS SHALL NOT PENETRATE EXIT SHAFT ENCLOSURES. (RE: IBC 707.8.1
AND APPROPRIATE EXCEPTIONS).
6. SHAFTS THAT DO NOT EXTEND TO THE BOTTOM OF THE STRUCTURE SHALL COMPLY WITH IBC 707.11.
7. SHAFTS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE FLOOR DECK SHALL COMPLY WITH IBC 707.12.
8. PENETRATION OF ALL FIRE RATED BARRIERS, PARTITIONS AND HORIZONTAL ASSEMBLIES SHALL COMPLY
WITH IBC 712.
9. FOR FIRE RATED WALLS OR PARTITIONS, THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH
BOXES SHALL NOT EXCEED 16 SQ INCHES. THE AGGREGATE SURFACE OF THE BOXES SHALL NOT EXCEED 100
SQ INCHES PER 100 SF OF WALL SURFACE. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS
SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. (RE: IBC 712.3.2, EXCEPTIONS 1 AND
1.1).
10. MEMBRANE PENETRATIONS SHALL COMPLY WITH IBC 712.3.2. (SEE EXCEPTIONS FOR ELECTRICAL BOXES,
ETC).
11. PENETRATIONS OF MEMBRANES THAT ARE PART OF A FIRE-RESISTANT RATED HORIZONTAL ASSEMBLY
SHALL COMPLY WITH IBC 712.4.
12. PENETRATIONS OF HORIZONTAL ASSEMBLIES WITHOUT A FIRE RESISTANT RATING SHALL COMPLY WITH IBC
712.4.2.
13. EXTERIOR CURTAIN WALL / FLOOR INTERSECTIONS SHALL COMPLY WITH IBC 713.4.
14. OPENING PROTECTIVES SHALL COMPLY WITH IBC TABLE 715.4.
15. FIRE DOORS SHALL BE LABELED IN ACCORDANCE WITH IBC 715.4.5 THRU 715.4.5.1.
16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE
BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION
LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. (RE: IBC 1006.1 AND 1006.2)
17. HANDRAILS SHALL COMPLY WITH IBC 1012.1 THRU 1012.8. GUARDS SHALL COMPLY WITH IBC 1013.1 THRU
1013.6
SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCE - CHAPTER 4
ACCESSORY OCCUPANCIES (IBC 508.2)
INCIDENTAL USE AREAS (IBC 509.2 & TABLE 509)
OPEN PARKING GARAGE, IN ACCORDANCE WITH IBC SECTION 406.5, IS NOT REQUIRED TO BE EQUIPPED WITH
AN AUTOMATIC SPRINKLER SYSTEM (IBC SECTION 403.3, EXCEPTION).
FIRE DETECTION SHALL COMPLY WITH IBC SECTION 907.2.13.1 (IBC SECTION 403.4.1).
FIRE ALARM SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 907.2.13 (IBC SECTION 403.4.2).
STANDBY POWER SYSTEM COMPLYING WITH CHAPTER 27 AND SECTION 3003 SHALL BE PROVIDED FOR STANDBY
POWER LOADS INCLUDING POWER AND LIGHTING FOR FIRE COMMAND CENTER, VENTILATION AND AUTOMATIC FIRE
DETECTION EQUIPMENT FOR SMOKE-PROOF ENCLOSURES, AND ELEVATORS.
EMERGENCY POWER SYSTEM COMPLYING WITH CHAPTER 27 SHALL BE PROVIDED FOR EMERGENCY POWER
LOADS INCLUDING EXIT SIGNAGE, MEANS OF EGRESS ILLUMINATION, ELEVATOR CAR LIGHTING, EMERGENCY
VOICE/ALARM COMMUNICATIONS SYSTEMS, AUTOMATIC FIRE DETECTION SYSTEMS, FIRE ALARM SYSTEMS, AND
ELECTRICALLY POWERED FIRE PUMPS.
STANDBY POWER AND EMERGENCY POWER SHALL BE PROVIDED/INTERCONNECTED WITH HOTEL GENERATOR
LUMINOUS EGRESS PATH MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1024 (IBC
SECTION 403.5.5).
ELEVATOR INSTALLATION AND OPERATION SHALL COMPLY WITH CHAPTER 30 AND IBC SECTIONS 403.6.1 AND
403.6.2. NO FEWER THAN TWO FIRE SERVICE ACCESS ELEVATORS, OR ALL ELEVATORS, WHICHEVER IS LESS, SHALL
BE PROVIDED IN ACCORDANCE WITH SECTION 3007 AND HAVE A CAPACITY OF NOT LESS THAN 3500 POUNDS.
WHERE INSTALLED IN ACCORDANCE WITH IBC SECTION 3008, PASSENGER ELEVATORS FOR GENERAL PUBLIC SHALL
BE PERMITTED TO BE USED FOR PASSENGER SELF-EVACUATION (IBC SECTION 403.5.6).
PUBLIC PARKING GARAGES - CHAPTER 4
CLEAR HEIGHT SHALL NOT BE LESS THAN 7 FEET ABOVE EACH FLOOR LEVEL (IBC SECTION 406.4.1)
RAMPS USED FOR VERTICAL CIRCULATION AS WELL AS PARKING SHALL NOT EXCEED A 1:15 SLOPE (IBC SECTION 406.4.4).
FLOORS SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO DRAINS OR VEHICLE ENTRY (IBC SECTION
406.4.5)
MIXED OCCUPANCIES SHALL BE SEPARATED FROM OTHER OCCUPANCIES IN ACCORDANCE WITH IBC SECTION
508.1(IBC SECTION 406.4.6)
OPEN PARKING GARAGES SHALL BE OF TYPE I, II OR IV CONSTRUCTION (IBC SECTION 406.5.1)
OPENINGS SHALL COMPLY WITH IBC SECTION 406.5.2
A STANDPIPE SYSTEM SHALL BE PROVIDED PER IBC SECTION 905.3 (IBC SECTION 406.5.8)
TABLE 406.5.4
OPEN PARKING GARAGES AREA AND HEIGHT
SEPARATED OCCUPANCIES (TABLE 508.4)
REQUIRED SEPARATION OF OCCUPANCES (HOURS) (IBC 508.2)
OCCUPANCY S-2 B, M
S-2 N N 1 2
B, M - - N N
ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE BUILDING AREA OF THE STORY IN WHICH
THEY ARE LOCATED AND SHALL NOT EXCEED THE VALUES IN IBC TABLE 503, AND IN ACCORDANCE WITH IBC SECTION 506
(IBC SECTION 508.2)
SECTION 510.8 GROUP B OR M WITH GROUP S-2 OPEN PARKING GARAGE
GROUP B OR M OCCUPANCIES LOCATED NOT HIGHER THAN THE FIRST STORY ABOVE GRADE PLANE SHALL BE
CONSIDERED AS A SEPERATE AND DISTINCT BUILDING FOR THE PURPOSE OF DETERMINING THE TYPE OF CONSTRUCTION
WHERE ALL OF THE FOLLOWING CONIDITIONS ARE MET:
1. THE BUILDINGS ARE SEPERATED WITH A HORIZONTAL ASSEMBLY HAVING A FIRE RATING OF NOT LESS THAN 2
HOURS.
2. THE OCCUPANCIES IN THE BUILDING BELOW THE HORIZONTAL ASSEMBLY ARE LIMITED TO GROUPS B AND M.
3. THE OCCUPANCY ABOVE THE HORIZONAL ASSEMBLY IS LIMITED TO A GROUP S-2 OPEN PARKING GARAGE
4. THE BELING BELOW THE HORIZONTAL ASSEMBLY IS OF TYPE I OR II CONSTUCTION BUT NOT LESS THAN THE
TYPE OF CONSTUCTION REQUIRED FOTH GROUP S-2 OPEN PARKING GARAGE ABOVE.
5. THE HEIGHT AND AREA OF THE BUILDING BELOW THE HORIZONTAL ASSEMBLY DOES NOT EXCEED THE LIMITS SET
FORTH IN SECTION 503.
6. THE HEIGHT AND AREA OF THE GROUP S-2 OPEN PARKING GARAGE DOES NOT EXCEED THE LIMITS SET FORTH IN
SECTION 405.5. THE HEIGHT, IN BOTH FEET AND STORIES OF THE GROUP S-2 OPEN PARKING GARAGE SHALL BE
MEASURED FROM GRADE PLANE AND SHALL INCLUDE THE BUILDING BELOW THE HORIZONTAL ASSEMBLY.
7. EXITS SERVING THE GROUP S-2 OPEN PARKING GARAGE DISCHARGE DIRECTLY TO A STREET OR PUBLIC WAY
AND ARE SEPERATED FROM THE BUILDING BELOW THE HORIZONTAL ASSEMBLY BY 2-HR FIRE BARRIERS
CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR 2 HOUR HORIZONTAL ASSEMBLIES CONSTRUCTION IN
ACCORDANCE WITH SECTION 711, OR BOTH.
PRIMARY STRUCTURAL FRAME EXCLUSING COLUMNS
GIRDERS, BEAMS, TRUSSES, & SPANDRELS 0 HOURS**
STRUCTURAL COLUMNS 0 HOURS*
BEARING WALLS
EXTERIOR f, g 0 HOURS*
INTERIOR 0 HOURS**
NON-LOAD BEARING WALLS AND PARTITIONS
EXTERIOR SEE BELOW TABLE 602
INTERIOR *a 0 HOURS
FLOOR CONSTRUCTION
INCLUDING SECONDARY MEMBERS 0 HOURS
ROOF CONSTRUCTION
INCLUDING SECONDARY MEMBERS 0 HOUR c*
a. ROOF SUPPORTS: FIRE-RESISTANCE OF PRIMARY STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE
REDUCED BY 1 HOUR WHERE SUPPORTING A ROOF ONLY.
b. EXCEPT IN GROUP F-1, H, M AND S-1 OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED,
INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONSTRUCTION IS 20 FEET OR
MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-RETARDANT-TREATED OF EXTERIOR WALLS SHALL NOT BE PERMITTED.
c. IN ALL OCCUPANCIES, HEAVY TIMBER SHALL BE ALLOWED WHERE A 1-HOUR OR LESS FIRE-RESISTANCE RATING IS
REQUIRED.
f. NOT LESS THAN THE FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (REFER TO IBC TABLE 602).
g. NOT LESS THAN THE FIRE-RESISTANCE RATING AS REFERENCED IN SECTION 704.10.
COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
COMBUSTIBLE MATERIALS SHALL BE PERMITTED AS NOTED IN IBC SECTION 603.1 AND IN ACCORDANCE WITH
IBS SECTION 603.1.1 THROUGH 603.1.3.
FIRE AND SMOKE PROTECTION FEATURES - CHAPTER 7
SECTION 705.5 FIRE RESISTANCE RATINGS
EXTERIOR WALLS SAHLL BE FIRE RESISTANCE RATED IN ACCORDANCE WITH TABLES 601 AND 602 AND THIS
SECTION. THE REQUIRED FIRE- RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPERATION DISTANCE
GREATER THAN 10 FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE. THE REQUIRED FIRE-
RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPERATION DISTANCE OF LESS THAN OR EQUAL TO 10
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH SIDES.
AREA/OCCUPANT LOAD FACTOR OCCUPANT LOAD
SPACE AREA/O.L. FACTOR OCCUPANT LOAD
LEVEL 01 (GARAGE) 35952 SF / 200 SF 180
LEVEL 01 (MERCANTILE - RETAIL) 2650 SF / 30 SF 88
LEVEL 01 (MECHANICAL) 76 SF / 300 SF 1
LEVEL 01 (ELECTRICAL) 83 SF / 300 SF 1
LEVEL 01 (SERVER) 83 SF / 300 SF 1
LEVEL 01 (STORAGE) 1127 SF / 300 SF 4
TOTAL 39,971 SF 275
LEVEL 02 (GARAGE) 39607 / 200 SF 198
TOTAL 39,607 SF 198
LEVEL 03 (GARAGE) 39607 / 200 SF 198
TOTAL 39,607 SF 198
EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1016.2)
OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet)
GROUP S-2 300
GROUP M 200
FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR
WALLS BASED ON FIRE SEPARATION DISTANCE - TYPE IB (TABLE 602)
SEPARATION DISTANCE GROUP M GROUP A, B, R, & S-2g
X < 5' FIRE SEPARATION DISTANCE 2 HOUR 1 HOURS d
5' ≤ X ≤ 10' FIRE SEPARATION DISTANCE 2 HOUR 1 HOUR d
10' ≤ X ≤ 30' FIRE SEPARATION DISTANCE 0 HOUR 0 HOUR d
X > 30' FIRE SEPARATION DISTANCE 0 HOURS 0 HOURS d
a. LOAD-BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTANCE RATING REQUIREMENTS
OF TABLE 601.
c. REFER TO SECTION 706.1.1 FOR PARTY WALLS.
d. OPEN PARKING GARAGES COMPLYING WITH SECTION 406 SHALL NOT BE REQUIRED TO HAVE A FIRE RESISTANCE RATING.
e. THE FIRE-RESISTANCE RATING OF AN EXTERIOR WALL IS DETERMINED BASED ON THE FIRE SEPARATION
DISTANCE OF THE EXTERIOR WALL AND THE STORY IN WHICH THE WALL IS LOCATED.
h. WHERE IBC TABLE 705.8 PERMITS NON-BEARING EXTERIOR WALLS WITH UNLIMITED AREA OF
UNPROTECTED OPENINGS, THE FIRE-RESISTANCE RATING FOR THE EXTERIOR WALLS IS 0 HOURS.
TYPE OF
CONSTRUCTION
HEIGHT (IN TIERS)
AREA PER TIER
RAMP ACCESS
AUTOMATIC SPRINKLER SYSTEM
NO YES
IB UNLIMITED 12 TIERS 12 TIERS 18 TIERS
STAIRWAYS
HEADROOM: MINIMUM 80" MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE
NOSINGS (IBC 1009.5)
STAIR TREADS AND RISERS: STAIR RISER HEIGHTS SHALL BE 7" MAXIMUM AND 4" MINIMUM. STAIR TREAD DEPTHS
SHALL BE 11" MINIMUM. (IBC 1009.7)
LANDINGS: PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF EACH STAIR. LANDING WIDTH
SHALL NOT BE LESS THAN WIDTH OF STAIRS BEING SERVED. LANDING SHALL HAVE A
MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH
OF THE STAIRWAY. (IBC 1009.8)
VERTICAL RISE: MAXIMUM 12' BETWEEN FLOOR LEVELS OR LANDINGS (IBC 1009.10)
STAIR TO ROOF: REQ'D IN BLDGS LOCATED FOUR OR MORE STORIES IN HEIGHT ABOVE GRADE PLANE.
ROOFS NOT USED FOR HABITABLE PURPOSES SHALL PROVIDE ONE CONVENTIONAL
STAIRWAY OR ONE ALTERNATING TREAD DEVICE (IBC 1009.16).
SIGNAGE REQUIRED: EXIT SIGNAGE SHALL BE PROVIDED AT EACH EXIT STAIRWAY (IBC 1011.1, 1011.2,
1011.3, 1011.4, 1011.5, 1011.6)
ELEVATORS AND ELEVATOR LOBBIES
MACHINE ROOM VENTILATION SHALL BE CONNECTED TO STANDBY POWER SOURCE. (IBC 3003.1.4)
TWO-WAY COMMUNICATION REQUIRED (IBC 1007.8)
INTERIOR WALL AND CEILING FINSH REQUIREMENTS (SPRINKLERED) (IBC TABLE 803.9)
SPACE TYPE B, M
EXIT ENCLOSURES AND EXIT PASSAGEWAYS CLASS B
CORRIDORS CLASS C
ROOMS AND ENCLOSED SPACES CLASS
PROVIDE FLAMESPREAD CERTIFICATION OF ALL FINISH MATERIALS IN COMPLIANCE WITH IBC 803.1.
INTERIOR FLOOR FINISHES SHALL COMPLY WITH IBC 804.
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:51 AM
G021
CODE SUMMARY
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 GMP / PERMIT SET 13 MAY 2016
PLAN, SECTION OR ELEVATION
DETAIL OR ENLARGEMENT
REFERENCE AREA
X
XXXX
DETAIL SECTION REFERENCE
DRAWING SYMBOLS
SHEET NUMBER
DRAWING NUMBER
X WALL SECTION REFERENCE
XXXX
EXIT PATH
1 HOUR RATED ENCLOSURE
2 HOUR RATED ENCLOSURE
PROPERTY LINE
SHEET NUMBER
DRAWING NUMBER
DRAWING NUMBER
X
XXXX
RE: X/A4XX
UNIT TYPE
UNIT IDENTIFICATION
ENLARGED PLAN
REFERENCE
ABBREVIATIONS
GENERAL NOTES
LOCATION MAP
PINE STREET
LINDEN STREET
CONCRETE
CMU
SAND / GROUT
GYPSUM
BOARD
PLYWOOD
DETAIL
PLYWOOD
BOARD
INSULATION
EARTH
GRAVEL
FINISH
WOOD
CONTINUOUS WOOD
FRAMING
PLASTIC CERAMIC TILE
GLASS
ALUMINUM
BATT
INSULATION
WOOD
BLOCKING
SHIMS
MATERIAL SYMBOLS
BRICK
STEEL
STONE
FIRE SAFING
PARTICLE BOARD FOAMED-IN-PLACE
INSULATION
1. SITEWORK
3. MASONRY
2. CONCRETE
5. WOOD 6. THERMAL
4. METAL
7. GLAZING 8. FINISHES
CARPET
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
ISS. #
copyright 2016
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
SA MIRO, INC
4582 S. ULSTER ST PKWY STE 300
DENVER, CO 80237
t: 303.741.3737 f: 720.407.1635
STRUCTURAL
MECHANICAL MKK CONSULTING ENGINEERS, INC
ELECTRICAL
PLUMBING
CIVIL NORTHERN ENGINEERING, INC
LANDSCAPE RUSSELL + MILLS STUDIOS
PARKING WALKER PARKING CONSULTANTS
7600 E ORCHARD RD 250-S
GREENWOOD, CO 80111
t: 303.796.6000 f: 303.796.6099
200 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.568.5415 f: 970.221.4159
5350 S ROSLYN ST
GREENWOOD VILLAGE, CO 80111
t: 303.694.6622
141 S COLLEGE AVE
FORT COLLINS, CO 80524
t: 970.484.8855
PARKING GARAGE WALNUT STREET 354, LLC
OWNER 262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
5/13/2016 8:33:50 AM
G011
GENERAL INFORMATION
165 CHESTNUT ST FORT
COLLINS, CO 80524
21129.02
DOWNTOWN FORT COLLINS
PARKING GARAGE
1 ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, LOCAL AND ADOPTED CODES, ORDINANCES, REGULATIONS,
LAWS, STATUTES, GUIDELINES AND REQUIREMENTS OF BUILDING AND FIRE AUTHORITIES HAVING JURISDICTION.
2 THE GENERAL CONTRACTOR (HEREAFTER "THE CONTRACTOR") AND SUBCONTRACTORS SHALL CAREFULLY STUDY ALL
CONTRACT DOCUMENTS AND ACQUIRE A THOROUGH UNDERSTANDING OF THE DESIGN INTENT OF THE PROJECT AND THE
DETAILS REQUIRED TO ACHIEVE THE DESIGN INTENT.
3 THE CONTRACTOR SHALL FORWARD REQUESTS FOR CLARIFICATION OR ADDITIONAL INFORMATION WITH REGARD TO
ACHIEVING THE DESIGN INTENT OF THE PROJECT TO THE ARCHITECT IN WRITING FOR REVIEW AND WRITTEN RESPONSE.
4 THE CONTRACTOR SHALL CHECK AND VERIFY THE CONTRACT DOCUMENTS WITH FIELD CONDITIONS, CONFIRMING THAT ALL
WORK IS BUILDABLE AS SHOWN, PRIOR TO PROCEEDING WITH THE WORK AND VERIFY ALL SPACE DIMENSIONS AS SHOWN WITH
EXISTING JOB CONDITIONS BEFORE STARTING CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OF WORK.
5 PRICING OF THESE CONTRACT DOCUMENTS SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO
CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE DESIGN INTENT DESCRIBED THEREIN.
6 THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS AND SLEEVES THROUGH FLOORS, CEILINGS, ROOFS, WALLS,
STRUCTURAL MEMBERS AND ARCHITECTURAL ELEMENTS WITH CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL,
MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL AND OTHER DISCIPLINES DRAWINGS, SPECIFICATIONS AND EXISTING
CONDITIONS.
7 THE CONTRACTOR SHALL PROTECT ALL IN-PLACE CONSTRUCTION, LANDSCAPING, PAVING, UTILITIES, ETC. FROM DAMAGE
DURING CONSTRUCTION. ALL DAMAGED AREAS AND ITEMS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE
CONTRACTOR OR SUBCONTRACTOR DAMAGING THE SAME.
8 THE CONTRACTOR SHALL SUBMIT PROPOSED SUBSTITUTIONS OF SPECIFIED MATERIALS/ PRODUCTS TO THE ARCHITECT FOR
REVIEW, IN ACCORDANCE WITH PROCEDURES DESCRIBED IN THE SPECIFICATIONS.
9 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CUT-SHEETS, AND SAMPLES WHEN REQUIRED BY THE SPECIFICATIONS,
FOR REVIEW BY THE ARCHITECT, PRIOR TO COMMENCING WITH RELATED WORK.
10 ALL WORK SHALL BE ERECTED PLUMB, LEVEL AND TRUE-TO-LINE IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE,
MANUFACTURER'S INSTRUCTIONS FOR THE PARTICULAR PRODUCT, AND IN ACCORDANCE WITH THE SPECIFICATIONS.
11 THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNMENTAL AGENCIES WHEN THERE IS A NEED FOR AN
INSPECTION REQUIRED BY THE APPLICABLE CODE, OR BY THE AUTHORITY HAVING JURISDICTION.
12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ALL PERSONNEL AND OF ADJACENT PROPERTIES
DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE OSHA REGULATIONS, AND FOR THE PROTECTION OF ALL
WORK UNTIL IT IS DELIVERED TO THE OWNER.
13 DO NOT SCALE DRAWINGS.
14 INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF GYPSUM BOARD, UNLESS INDICATED OTHERWISE.
15 THE INSIDE FACE OF DOOR JAMBS SHALL BE 4" FROM ADJACENT WALL OR FINISHED COLUMN, UNLESS INDICATED OTHERWISE.
16 WHERE NEW WORK HAS DISTURBED PREVIOUSLY INSTALLED OR EXISTING WORK OR FINISHES, SUCH AREAS SHALL BE
REWORKED AND/OR REFINISHED AS REQUIRED TO MATCH THE ORIGINAL CONDITION OF THE AREA PRIOR TO THE
DISTURBANCE.
17 EACH MISCELLANEOUS ITEM OF CUTTING, PATCHING OR FITTING IS NOT NECESSARILY INDIVIDUALLY DESCRIBED IN THE
DOCUMENTS. THE ABSENCE OF SPECIFIC DESCRIPTIONS OF CUTTING, PATCHING, OR FITTING REQUIRED TO PROPERLY
ACCOMMODATE THE SCOPE OF WORK SHALL NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE RESPONSIBILITY
TO PERFORM SUCH WORK AS REQUIRED TO ACHIEVE THE DESIGN INTENT OF THE PROJECT.
18 NOTES APPEAR ON DIFFERENT SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIAL. ALL SHEETS ARE TO BE
REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS.
19 DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER AND QUALITY TO THOSE DETAILED. WHERE SPECIFIED DIMENSIONS,
DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR
CLARIFICATION, PRIOR TO PROCEEDING WITH WORK.
20 ALL EXTERIOR SOFFITS SHALL BE CONSTRUCTED WITH RIGID FRAME MEMBERS AND SHALL RESIST UPLIFTING WIND LOADS OF
AT LEAST 1.5 TIMES WIND PRESSURES.
21 ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC ACTION.
22 A FINISH OR FIRE RATING ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL TO BE FINISHED OR FIRE RATED,
AS INDICATED.
23 THE HEAD AND BASE CONDITIONS OF ALL FIRE RATED WALLS SHALL BE TERMINATED WITH UL-APPROVED DESIGNS AND
MATERIALS.
24 SCOPES OF WORK ON THE DRAWINGS NOTED AS "NIC" ARE" NOT INCLUDED IN CONTRACT.
25 ALL FLOOR ELEVATIONS ARE TO TOP OF STRUCTURAL CONCRETE OR TOPPING SLAB UNLESS INDICATED OTHERWISE.
26 PROVIDE BLOCKING OR OTHER SUPPORT AS REQUIRED FOR ALL WALL, FLOOR, CEILING AND ROOF MOUNTED ITEMS. BLOCKING
SHALL BE FIRE RESISTIVE TREATED AS REQUIRED AND PERMITTED BY CODE.
27 SHOULD ANY CONFLICT OCCUR BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ARCHITECT'S CONSULTANTS' DRAWINGS,
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.
28 COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL, FIRE PROTECTION, EQUIPMENT AND
OTHER INSTALLERS. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND FIELD CONDITIONS, CONSULT THE ARCHITECT
PRIOR TO PROCEEDING WITH INSTALLATION.
29 REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF ALL FLOOR DRAINS, TRENCH DRAINS, SUMPS AND SUBSOIL DRAINAGE,
UNLESS INDICATED OTHERWISE. IF LOCATIONS CONFLICT WITH ARCHITECTURAL DRAWINGS, THE CONTRACTOR SHALL NOTIFY
THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.
30 ALL PENETRATIONS OF DUCTWORK, CONDUIT, PIPING AND OTHER WORK THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED
WITH UL-APPROVED DESIGNS AND MATERIALS TO MAINTAIN THE RATING OF THE ASSEMBLY.
31 ALL EQUIPMENT INSTALLED IN RETURN AIR PLENUMS SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION AGENCY
FOR COMPLIANCE WITH CODE.
32 THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND
ELECTRICAL CONTRACTORS. EQUIPMENT BASE AND HOUSEKEEPING PADS TO BE MINIMUM 4" HIGH AND TO BE INSTALLED
BENEATH THE PROJECTED AREA OF THE EQUIPMENT, AND IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S
INSTRUCTIONS AND RECOMMENDATIONS.
33 SEE STRUCTURAL DRAWINGS FOR EXACT LOCATION, SIZE AND THICKNESS OF ALL STRUCTURAL ELEMENTS. IF STRUCTURAL
DRAWINGS CONFLICT WITH ARCHITECTURAL DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR
CLARIFICATION PRIOR TO PROCEEDING WITH WORK.
MTL METAL
MR MOISTURE RESISTANT
MWP METAL WALL PANEL
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NO / # NUMBER
O.C. ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
OFOI OWNER FURNISHED, OWNER INSTALLED
OPP OPPOSITE HAND
ORD OVERFLOW ROOF DRAIN
PC PRECAST CONCRETE
PLAM PLASTIC LAMINATE
PLUMB PLUMBING
PLYWD PLYWOOD
PN PROJECT NORTH
PT PRESSURE TREATED
PTD PAINTED
RRADIUS
RB RUBBER BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RE: REFER TO
REQ'D REQUIRED
R.O. ROUGH OPENING
ROW RIGHT OF WAY
RS ROUGH SAWN
SC SOLID CORE
SHT SHEET
SIM SIMILAR
SIP STRUCTURAL INSULATED PANEL
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUC STRUCTURE (STRUCTURAL)
T TRANSFORMER
TG TEMPERED GLASS
T.O. TOP OF
T.O.B. TOP OF BEAM
T.O.D. TOP OF DECK
T.O.R.D. TOP OF ROOF DECK
T.O.F.D. TOP OF FLOOR DECK
T.O.F.F. TOP OF FINISH FLOOR
T.O.C. TOP OF CONCRETE
T.O.P. TOP OF PARAPET
T.O.R. TOP OF RAIL
T.O.S. TOP OF STRUCTURE
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
WD WOOD
W.O. WHERE OCCURS
W/O WITHOUT
WP WATERPROOFING
WWF WELDED WIRE FABRIC
CFMF COLD-FORMED METAL FRAMING
ACT ACOUSTICAL CEILING TILE
AES ARCHITECTURAL EXPOSED STEEL
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
BLDG BUILDING
CIP CAST-IN-PLACE
CG CORNER GUARD
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
C.O. CENTER OF
C.O.F. CENTER OF FLUE
COL COLUMN
CONC CONCRETE
C.O.W. CENTER OF WALL
CT CERAMIC TILE
CPT CARPET
DD DESIGN DEVELOPMENT
DIA DIAMETER
DJ DEFLECTION JOINT
DS DOWNSPOUT
DWG DRAWING
(E) EXISTING
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EPS EXPANDED POLYSTYRENE
EQ EQUAL
FD FLOOR DRAIN
FEC FIRE EXTINGUISHER CABINET
FH FINISH HEIGHT
FIN FINISH
FF FINISH FLOOR
FR FIRE RESISTANT
FRP FIBER REINFORCED PLASTIC
FRT FIRE RETARDANT TREATED
F.O. FACE OF
FVC FIRE VALVE CABINET
FXT FIXTURE
GALV GALVANIZED
GWB GYPSUM WALL BOARD
GC GENERAL CONTRACTOR
GFRC GLASS FIBER REINFORCED CONCRETE
HC HANDICAPPED ACCESSIBLE
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HP HIGH POINT
HT HEIGHT
ID INTERIOR DESIGN
ISS ISSUE
LP LOW POINT
MACH MACHINED
MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
1 GMP / PERMIT SET 13 MAY 2016
G203 CODE ANALYSIS - EGRESS & TRAVEL DISTANCE O
G351 DETAILS - ACCESSIBILITY MOUNTING HEIGHTS O
4 ARCHITECTURAL
A001 SITE PLAN O
A101 FLOOR PLAN LEVEL 1 O
A102 FLOOR PLAN LEVEL 2 O
A103 FLOOR PLAN LEVEL 3 O
A104 ROOF PLAN O
A200 GARAGE ELEVATIONS O
A250 BUILDING SECTIONS O
A301 ENLARGED ELEVATIONS AND SECTIONS O
A302 ENLARGED ELEVATIONS AND SECTIONS O
A303 ENLARGED ELEVATIONS AND SECTIONS O
A304 ENLARGED ELEVATIONS AND SECTIONS O
A305 ENLARGED ELEVATIONS AND SECTIONS O
A306 ENLARGED ELEVATIONS AND SECTIONS O
A307 ENLARGED ELEVATIONS AND SECTIONS O
A308 ENLARGED ELEVATIONS AND SECTIONS O
A309 ENLARGED ELEVATIONS AND SECTIONS O
A500 EXTERIOR WALL ASSEMBLIES O
A501 EXTERIOR WALL ASSEMBLIES O
A510 STOREFRONT TYPES O
A511 SCREEN TYPES AND DETAILS O
A520 DOOR & FRAME TYPES & DOOR SCHEDULE O
A601 FOUNDATION DETAILS O
A602 PLAN DETAILS O
A603 PLAN DETAILS O
A604 SECTION DETAILS O
A605 SECTION DETAILS O
A606 SECTION DETAILS O
A701 STAIR TOWER PLANS AND SECTIONS O
A702 STAIR TOWER PLANS AND SECTIONS O
A703 STAIR DETAILS O
5 STRUCTURAL
S000 COVER O
S001 STRUCTURAL GENERAL NOTES O
S002 STRUCTURAL GENERAL NOTES O
S003 STRUCTURAL GENERAL NOTES O
S101 FOUNDATION PLAN O
S102 LEVEL 2 FRAMING PLAN O
S103 LEVEL 3 FRAMING PLAN O
S103.5 LEVEL 3.5 FRAMING PLAN O
S201 FOUNDATION DETAILS O
S202 FOUNDATION DETAILS O
S203 FOUNDATION DETAILS O
S301 PRECAST GARAGE DETAILS O
S302 PRECAST GARAGE DETAILS O
S310 FRAMING DETAILS O
S401 STAIR TOWER PLANS O
S411 RAMP WALL ELEVATIONS O
6 MECHANICAL
M000 MECHANICAL COVER SHEET O
M101 MECHANICAL PLAN LEVEL 1 O
M103 MECHANICAL PLAN LEVEL 3 O
M401 MECHANICAL CONTROLS O
M501 MECHANICAL SCHEDULES O
7 PLUMBING
P101 PLUMBING PLAN LEVEL 1 O
P102 PLUMBING PLAN LEVEL 2 O
P103 PLUMBING PLAN LEVEL 3 O
P401 PLUMBING DETAILS O
P501 PLUMBING SCHEDULES O
8 ELECTRICAL
E000 ELECTRICAL COVER SHEET O
E101 LIGHTING PLAN LEVEL 1 O
E102 LIGHTING PLAN LEVEL 2 O
E103 LIGHTING PLAN LEVEL 3 O
E201 POWER AND SYSTEMS PLAN LEVEL 1 O
E202 POWER AND SYSTEMS PLAN LEVEL 2 O
E203 POWER AND SYSTEMS PLAN LEVEL 3 O
E401 ELECTRICAL ONE-LINE DIAGRAM O
E501 LUMINAIRE SCHEDULES & COMCHECK O
E502 ELECTRICAL SCHEDULES O
E601 ELECTRICAL DETAILS O
9 STRIPING AND SIGNAGE
PK101 FLOOR PLAN LEVEL 1 O
PK102 FLOOR PLAN LEVEL 2 O
PK103 FLOOR PLAN LEVEL 3 O
PK601 STRIPING AND PARCS DETAILS O
PK610 SIGN SCHEDULE AND DETAILS O
PK611 SIGN DETAILS O
PK620 SIGN MOUNTING DETAILS O
1 GMP / PERMIT SET 13 MAY 2016