20240130 - TLC - RFP.pdf

Town of Breckenridge

Timberline Learning Center - Expansion

Construction Management General Contractor

REQUEST FOR PROPOSALS

February 2024

Request for Proposals

Timberline Learning Center – Expansion

SECTION I: TERMS AND CONDITIONS

1. Invitation

Qualified individuals, firms or consortiums are invited to submit a proposal to the Town of Breckenridge (“hereinafter referred to as “OWNER”) for Construction Management General Contractor (CM/GC) services for the remodel and expansion of the Timberline Learning Childcare Center.

The successful CM/GC will provide Pre-Construction services during the design development and construction document phases to establish a Guaranteed Maximum Price. Construction and design costs for the building and associated sitework are currently budgeted at $650,000. The Architect/Engineering team for this project is led by EUA for building design and Alpine Engineering, Inc for the utility, grading, landscaping, and site planning.

The purpose of this solicitation is to bind a competent, experienced contractor into a formal Agreement with the OWNER to perform the work described in this Request for Proposals and the attachments hereto.

Proposers are cautioned to read the entire Request for Proposals, noting all submittal requirements, including both substance and format. Failure to provide all requested information in the manner required might be cause for rejection of proposal at the sole discretion of the OWNER.

This invitation should not to be construed as a commitment of any kind on the part of the OWNER, nor does it commit the OWNER to pay for any costs incurred in the submission of a proposal package, nor for any costs incurred prior to the execution of a formal Agreement.

2. Procurement Schedule

To be considered, proposals must be received by the OWNER before 12:00 p.m. (noon) MST on Monday March 11, 2024 at: melaniel@townofbreckenridge.com

Alternatively, proposals may be delivered in person to:

Town of Breckenridge c/o Town Clerk Attn: Housing Divison P.O. Box 168 150 Ski Hill Road Breckenridge, CO 80424

Any proposal received after that time shall not be considered, but shall be returned unopened to the proposer. Prospective proposers are advised that the OWNER shall make a good faith effort to adhere to the following schedule for this procurement:

mailto:melaniel@townofbreckenridge.com

• Procedural and technical questions are to be submitted no later than February 29, 2024, at 5:00 p.m. to:

Melanie Leas Town of Breckenridge

Housing Division melaniel@townofbreckenridge.com

However, OWNER shall be under no obligation to comply with the schedule shown above, provided that all prospective proposers or other interested parties known to the OWNER shall be notified equally of changes made to this schedule by the OWNER within a reasonable time after such changes are made. In no event shall any proposer have any redress to the OWNER, be it financial or otherwise, in the event that the OWNER alters this schedule in any way. Responsibility for submitting the proposal to the OWNER on or before the above stated time shall remain solely and strictly that of the proposer. The OWNER shall in no way be responsible for delays in the delivery of any proposal by U.S. mail or any other method of conveyance. The OWNER shall not be responsible for premature opening of proposals that are not marked properly as described above.

3. Form of Response

This subsection contains detailed instructions to which proposers must adhere in the preparation and submittal of proposals to the OWNER.

Proposal: The proposer shall provide 1 digital PDF format version of the proposal to OWNER by the date and time shown in the above schedule unless otherwise notified by the OWNER.

Proposers are advised that proposal content and completeness are most important, and that clear and effective presentations are preferred, with unnecessarily elaborate, decorative or extraneous materials discouraged. The proposal shall be submitted on plain 8.5" by 11" paper single-spaced and using full margins, except as desired by the proposer for emphasis or effect. The proposal shall be limited to a maximum of 20 pages which may be double sided. Each section within the proposal shall be clearly defined for easy reference.

The proposal shall contain the following information and attachments:

Cover Letter: Identify the proposer’s name, mailing address, telephone number and contact person(s). The letter must be signed by the proposer, and should be limited to two (2) pages.

Consortiums, joint ventures or teams submitting proposals, although permitted and encouraged, will not be considered to be responsive unless it is established that all contractual responsibility shall rest solely with one firm or one legal entity, which shall not be a subsidiary or affiliate with limited resources. Indicate the entity responsible for execution on behalf of the team.

Organizational Information: Provide a statement of the proposer’s corporate status and background, including but not necessarily limited to the following: Legal status; organizational structure; current list of owners, officers and principals; management philosophy; brief history;

mailto:melaniel@townofbreckenridge.com type(s) of business conducted; business locations and facilities; customer base; and ability to obtain the required insurance.

References: List projects which included construction experience with building remodeling, additions, expansions and projects constructed in a high alpine environment within the past (5) years. Include references from Owners and Architects, with names and telephone numbers.

List any other projects similar in size, preferably in Colorado mountain towns that have been constructed by the proposer. Provide the following information for each reference:

Client Name: ______________________________________

Address: ______________________________________

Contact Person: __________________________Telephone: (___) _____________

Project Dates: _______________________________

Project Description ________________________________________________

Original Project Budget: ______________________________

Final Project Cost: ______________________________

Explanation of variation from original budget to final project cost:

Construction Manager / General Contractor (CM/GC) and Personnel: Describe the qualifications, experience, and availability of the proposer’s candidate for project manager, project superintendent and supervising personnel. Proposers are advised that failure to provide the individuals selected as project manager and project superintendent as indicated in the proposal may constitute cause for cancellation of contract award or termination of any Agreement between the OWNER and the proposer. Additionally, describe the key personnel who will contribute to the Project, including project managers and superintendents with appropriate expertise in related construction projects.

Such descriptions shall include, but not necessarily be limited to name and job title, years of experience, qualifications, expertise, and availability. Include resumes as available. Include information on how CM/GC communicate and relay information to the team, and how they may be proactive in collaboratively solving project issues.

Project Approach: Describe the approach that the proposer would take in constructing the project to meet the OWNER needs. Project approach should be concise. Processes and elements should be detailed in this section of the proposal. Any other creative or innovative ideas should be detailed in this section.

Project Schedule: The Contractor shall provide an estimated construction schedule that includes constraints, critical issues, meeting dates, review periods and delivery. The Contractors estimated schedule shall be used as the basis for the General Conditions Fee. Time is of the essence for this contract. Liquidated damages will be assessed if project is not finished during the contract time.

Below is a list of approximate milestone dates developed by the Owner.

Advertisement for CM/GC February 1, 2024 Procedural and Technical Questions February 29, 2024, 5pm CM/GC RFP Deadline March 11, 2024, 12:00 noon CM/GC Interviews March 20 or March 21, 2024 Estimated Construction Phase May 2024 – November 2024

Fee Schedule: Proposal shall include a:

• Fee for General Conditions (specify items plus Attachment A minimum)

• Fixed Fee for Pre-Construction Services (design review and cost estimating)

• Percent or Fixed Fee of Contract for Construction Services (overhead and profit)

• Fee or sub-contractor mark-up for Construction Change Orders

• Fee for any other service proposed by or required by the Contractor to complete the project

• Preliminary construction budget based upon the provided construction documents

• Preliminary schedule including construction commencement and key project milestones

At the OWNER’s option, the fees proposed for General Conditions, Construction Services and other services will be used to enter into a construction contract with the selected proposer.

Pre-Construction fee shall include design review, attendance at design meetings, construction schedule preparation and cost estimating during the schematic and design development and construction document phases.

General Conditions fee shall also show items included and excluded in the costs. At a minimum General Conditions shall include those items listed in Attachment A.

Change Order fee shall be defined for both increases or decreases to the Guaranteed Maximum Price.

Construction Services fee shall be for overhead and profit.

The Proposer shall identify any Additional Services available and their associated costs.

The Proposer shall identify any other required services and associated costs not included above that the Proposer believes necessary to successfully complete the project.

Each proposer shall certify that its price proposal shall remain valid for a period of at least one hundred and twenty (120) days. In the event that a contract award by the OWNER is delayed beyond the 120-day period, such award shall be conditioned upon the proposer's acceptance.

The OWNER expects the successful proposer to solicit multiple bids from subcontractors and prepare a final bid after the project has been awarded that will be used to create a final Guaranteed Maximum Price (GMP) and construction contract.

Financial Information: Provide a statement of the proposer’s financial condition relative to the performance of this Project, specifically addressing ability to finance and maintain cash flow during the Project. Include an audited financial statement prepared by a certified public accountant, consisting of balance sheet, income statement, applicable notes and disclosures, and statement of changes in financial position, of the proposer’s firm covering the past three (3) fiscal years (or since commencement of operations, if less than three years). The most recent year’s financial statements must include either an Auditor's Report Letter or an Accountant's Review Letter.

Statement of Insurance: The Proposer must provide the minimum insurance coverage levels as show below and give evidence of same with copies of certificate(s) of insurance or letter(s) of intent to provide insurance from competent provider(s) doing business in the State of Colorado with an “A” rating as shown in the most recent edition of “Best’s Insurance Reports.”

o Worker's Compensation insurance to cover obligations imposed by applicable laws for any employee of Proposer or a subcontractor or sub-consultant engaged in the performance of work under this Agreement. Evidence of qualified self-insured status may be substituted for the Workmen's Compensation requirements of this Paragraph.

o General Liability insurance with minimum combined single limits of $1,000,000. The policy shall be applicable to all premises and operations. The policy shall include coverage for bodily injury, broad form property damage (including completed operations), personal injury (including coverage for contractual and employees' acts), blanket contractual, products, and completed operations. The policy shall contain a severability of interests provision.

o Comprehensive Automobile Liability insurance with minimum combined single limits for bodily injury and property damage of not less than $1,000,000 each occurrence and $1,000,000 aggregate with respect to each of Consultant's owned, hired or non-owned vehicles assigned to or used in performance of this Agreement. The policy shall contain a severability of interests provisions.

Qualifications and Requirements:

1. The General Contractor must be licensed to operate within the Town of Breckenridge, Summit County and the State of Colorado prior to proceeding with any work.

2. The firm must have the ability to provide payment, performance and maintenance bonds in an amount not less than the contract amount established in the construction contract as required by state statute.

3. The successful candidate shall demonstrate in the proposal relevant qualified experience as a CM/GC with the construction, expansion or remodel of commercial building structures

Attachment B: Acknowledgment of Receipt of RFP Packet, and Addenda: This form must be completed and signed by the Proposer, and attached to the proposal.

In the event the proposer intends to borrow any funds to finance any portion of the work pertaining to this Project, a letter of intent from the bank or other lending agency must be attached, indicating the minimum amount which will be loaned and the applicable percentage rate of interest to be charged. The letter of intent may contain the qualification that the loan will only be consummated upon award of a contract by the OWNER.

Financial information submitted to establish the financial capability, price proposal, overhead rates, and other aspects of the proposer’s fiscal condition shall be handled as confidential data and utilized on a "need-to-know" basis for proposal evaluation. The OWNER shall make all reasonable efforts to avoid disclosure to parties unrelated to the proposal evaluation process.

Any proposal not submitted in this format shall be deemed to be non-responsive and shall not be considered further by the OWNER. The signer of the proposal must declare that the only person(s), company or parties interested in the contract as principals are named herein; that it is, in all respects, fair and in good faith without collusion or fraud; and that the signer of the proposal has the authority to bind the principal offeror.

4. Selection Process

Each responsive proposal received by the OWNER shall be evaluated in a consistent manner as described in this subsection. A responsive proposal is one, which complies with all material aspects of the solicitation, both as to the method and timeliness of submission, and as to the substance of any resulting contract. Prospective Proposers are advised to submit all required forms, attachments, insurance certificates, and other information as requested in the RFP. The OWNER shall identify up to three (3) proposers who are considered to be best qualified to perform the work required by the

OWNER.

OWNER will review all responsive proposals. The proposals will be evaluated based on completeness, experience of contractor at this type of work, personnel proposed to work on the job, fee price and structure, the costs of general conditions, and local preference.

At the OWNER’s option, the best qualified firms may be invited to participate in oral interviews with for the purpose of clarifying and confirming offerings and assertions made in the proposals.

The OWNER reserves the right to delay making an award as necessary to permit proper study and analysis of all proposals received, to split award on proposals, to reject any or all proposals received, and to make a pre-award survey to determine the capability of any or all proposers. The OWNER reserves the right to reject any or all proposals if it believes there is a sound documented business reason for doing so, and to negotiate matters of Contractor performance, project schedule and other issues not directly related to the proposal price submitted prior to awarding a contract.

The OWNER further reserves the right to cancel the procurement process at any time during the evaluation process if it appears that the proposals received are not suitable for any reason whatsoever.

5. Inquiries

Any and all proposers may make inquiries in writing to OWNER at any time prior to Thursday February 29, 2024 5:00 p.m. Any written question of a proposer regarding the meaning or interpretation of the RFP, work scope, etc., must be submitted to the OWNER prior to the above-specified date. All clarifications given to any prospective proposer shall be similarly furnished to all prospective proposers in summary form as an addendum to this RFP if the lack of such information could reasonably be considered prejudicial towards uninformed proposers. No technical assistance shall be given by the OWNER to any proposer in preparation of its proposal.

Written inquiries shall only be directed to:

Melanie Leas Town of Breckenridge

Housing Division melaniel@townofbreckenridge.com

PO Box 168 Breckenridge, CO 80424

The OWNER will coordinate with the Architect/Engineering teams to answer all questions and shall provide a copy of its written response to any inquiries received to all proposers made known to the OWNER. Proposers, contractors and subcontractors SHALL NOT contact any member of the Architect/Engineering teams during the RFP process.

6. Addenda

Any or all changes, additions, or clarifications in connection with this RFP shall be issued by the OWNER in the form of written addenda. Each Proposer must sign the “Acknowledgment of Receipt of RFP Addenda” form (Attachment B) and submit the executed form with its proposal.

Oral comments, responses and/or representations shall not be binding upon the OWNER.

7. Consideration of Proposals

The OWNER reserves all rights to investigate the qualifications of any and all individuals and firms under consideration, to perform a financial audit of one or more firms, to confirm any part of the information furnished in a proposal, and to require further evidence of managerial, financial or professional capabilities which are considered necessary for the successful performance of work described in this RFP. The OWNER reserves the right to reject any or all proposals and to waive informalities and minor irregularities in proposals received.

8. Disclosure of Proposal Contents

All proposals and supporting documents, except such information that discloses proprietary or financial information submitted in response to qualification statements, becomes public information held in custody of the OWNER after the proposal submittal date given in this RFP.

The OWNER assumes no liability for the use or disclosure of technical or cost data submitted by any Proposer.

Nevertheless, if a proposal contains information that the respondent does not want disclosed to the public, or used for any purpose other than the evaluation of this offer, all such information must be indicated with the following or similar statement:

"The information contained on pages ________ shall not be duplicated, used in whole or in part for any purpose other than to evaluate the proposal provided; that if a contract is awarded to this firm as a result of the submission of such information, the OWNER shall have the right to duplicate, use or disclose this information to the extent provided in the contract. This restriction does not limit the OWNER’s right to use the information contained herein if obtained from another source."

All such nondisclosure items specified in the proposal shall be subject to disclosure as provided in Part 2 of Article 72 of Title 24, C.R.S. ("The Colorado Public Records Act") or as otherwise provided by law.

9. Original Proposal

The successful proposal must be an original work product of the submitting individual, firm or team. Copying, paraphrasing, or otherwise using significant portions of the work product of another organization when presenting a proposal to the OWNER shall not be permitted. Failure to adhere to this instruction may result in the rejection of the proposal.

10. Investigation of Conditions

All proposers are encouraged to review this RFP carefully and to investigate all conditions involved in the execution of work. The selected firm shall not be allowed additional compensation for items on which it has failed to inform itself prior to the opening of proposals.

11. Withdrawal of Proposal

Prior to the due date indicated in the RFP packet, any proposer may withdraw its proposal submitted to the OWNER by written, email, or fax notification, or in person by a firm principal or authorized representative, provided his/her identity is made known and a receipt is signed for the return of the proposal. Regardless of form, such notice must be in written form and received by the OWNER prior to the hour and date specified for receipt of proposals. After proposals are opened as prescribed herein, no proposal may be withdrawn for a period of one hundred and twenty (120) calendar days. Negligence on the part of a proposer in preparing its proposal shall not confer a right of withdrawal after the date proposals are received by the OWNER.

12. Single Proposal Response

In the event that only one (1) proposal is received in response to this RFP, the OWNER may require assistance from the single responsive and responsible proposer in the preparation of a proposal price analysis in order to determine whether the single proposal received by the OWNER is fair and reasonable.

13. Conflicts and Inconsistencies

In the event of a conflict or inconsistency between any of the RFP and attachments, including drawings, specifications, the OWNER shall resolve such conflict or inconsistency and provide written notice of the single interpretation to all known proposers by written addendum.

14. Contract Award

The OWNER maintains the right, but shall be under no obligation, to award a contract to the responsive and responsible Proposer whose offer is deemed by the OWNER to be most advantageous to the OWNER as determined by capability, qualifications and other factors set forth herein. Proposers are hereby advised that contract award is subject to approval by the OWNER Council.

15. News Releases

Written approval by the OWNER is required prior to any public disclosure regarding this RFP or any subsequent awards.

16. Cost of Proposal Preparation

The OWNER shall not be liable for any costs or expenses incurred for preparation of proposals submitted in response to this RFP or for any other cost incurred prior to issuance of a formal Notice to Proceed. Proposers shall not include such expenses as part of the price proposed. The OWNER shall be held harmless and free from any and all liability, claims or expenses whatsoever incurred by, or on behalf of, any person or organization responding to this RFP.

SECTION II: SCOPE OF SERVICES

1. Background

Timberline Learning Center (TLC) was built in 2008 by the Town of Breckenridge to care for children from six weeks to six years old. The current 3,300 square foot building has a capacity of 68 children across six classrooms and a multipurpose space for indoor activities.

As of June 2022, Early Childhood Options reports that Breckenridge has 520 unique children currently on a waitlist for care with the highest need being infant and toddler care. Given the significant demand for additional childcare slots, the Town is committed to expanding TLC to provide an additional space to add more students.

2. Summary of Work Required

The Town of Breckenridge desires to contract with a reputable experienced contractor to perform pre-construction services and construction management of the project. Initial plans for the project are attached.

Phase One: Phase One is Pre-Construction services. Pre-construction services include, but are not limited to:

1. Attending Design Team meetings with the Architect and Owner.

2. Providing detailed cost estimates on Construction Documents for buildings and site work.

3. Providing cost analysis of design decisions and value engineering options

4. Providing input on pre-ordering of long lead construction items.

5. Administration of the subcontract bid process for the civil site work and vertical construction.

In an effort to make the construction phase as efficient as possible, the selected Contractor will be expected to be actively engaged in the design process and will be expected to make recommendations and suggest alternatives as appropriate.

The contractor will provide a cost evaluation of constructing the buildings individually over time versus constructing all at once. This information will include an opinion from the contractor on the savings generated by constructing all buildings at once versus individually.

The civil site work project will include utility, drainage, grading, landscaping, and hardscape (sidewalk, pavers, flagstone) improvements.

Phase Two: Phase Two is the construction management of the project. This Phase will be the construction of the project as designed and estimated in Phase One. If this phase moves forward the Town and Contractor will enter into a construction contract with a guaranteed maximum price. The Town may determine that it is not in its best interest to continue with Phase Two.

The Town reserves the right to not enter into a contract with the contractor.

SECTION III: SUBMITTAL FORMS

PROPOSAL SUBMITTAL CHECKLIST

This form must be completed and returned with the proposal submittal.

Attachment

Description

Proposer’s

Initials

Town’s

Initials Cover Letter (signed) Organizational Information

References Project Management and Personnel Project Approach Project Schedule Fee Schedule

Financial Information Statement of Insurance Qualifications and Requirements

B Acknowledgment of Receipt of RFP Packet and

Addenda

AIA Doc. A305-1986 – Contractor’s Qualification

Statement

Signature of Proposer: _________________________________________________

Date: __________________________________________ https://biznet.ct.gov/SCP_Documents/Bids/46754/A305-1986_-_Final.pdf https://biznet.ct.gov/SCP_Documents/Bids/46754/A305-1986_-_Final.pdf

ATTACHMENT A

MINIMUM REQUIRED GENERAL CONDITIONS

Superintendent Assist. Superintendent Project Manager Clerk of the Works Assist Project Manager/Field Housing & Subsistence Superintendent Cell Phone Assist Superintendent Cell Phone Temp radios Superintendent Vehicle Superintendent Fuel Assist Superintendent fuel PM cell phone PM vehicle and fuel Home office travel costs Trailer Storage Dumpster Misc first aid Safety inspections Drinking Water per OSHA Toilets Blueprints/copies O&Ms and as-constructed drawing Field Office Supplies Field Office equipment Permits (Town will waive or reimburse permit fees) Builder's Risk Insurance & Bonding Material testing Photographs UPS, Fed-ex, postage, etc.

Snow Removal Temporary Utilities including power, phone, water, gas etc.

Temporary Heat

ATTACHMENT B

ACKNOWLEDGMENT OF RECEIPT OF RFP PACKET AND ADDENDA

The undersigned hereby acknowledges receipt of the Town of Breckenridge Request for Proposals (RFP) packet, and the following addenda issued during the procurement process.

Addendum #1: ______________________________________ dated ___________

Addendum #2: ______________________________________ dated ___________

Addendum #3: ______________________________________ dated __________

Failure to acknowledge receipt of the proposal packet below, and all addenda may cause the proposal to be considered non-responsive to this solicitation.

Name of Proposer: _______________________________

Signature of Proposer:_______________________________

Date: _______________________________

PROJECT NUMBER:01/30/2024

TIMBERLINE LEARNING

CENTER

820175-01

BID PACKAGE

50% CONSTRUCTION DOCUMENTS

170 Valley Brook St Breckenridge, CO 80424

© 2021 Eppstein Uhen Architects, Inc.

A/C air conditioning

A/E Architect/Engineer

ACT acoustical ceiling tile

ADDL additional

ADDM addendum

ADJ adjustable

AFC above finished counter

AFF above finished floor

AFG above finished grade AFS above finished slab

ALT alternate

ALUM aluminum

APPD approved

APT apartment AP acoustical panel

ASC above suspended ceiling

BB baseboard

BLDG building

BLT borrowed lite

BLW below

BPL base plate BO bottom of

BOS bottom of steel

CB catch basin, construction bulletin

CF/CI contractor furnished, contractor installed

CF/OI contractor furnished, owner installed CF/VI contractor furnished, vendor installed

CG corner guard

CIP cast-in-place

CNTR counter CL centerline

CLG ceiling

A

B

C

CLR clear

CM construction management CM construction manager

CMU concrete masonry unit

CO cleanout

COL column

CONC concrete

CORR corridor CPT carpet

CSWK casework

CT ceramic tile

CW cold water

CTB ceramic tile base

DEMO demolition

DEPT department

DF drinking fountain

DIA diameter DP decorative panel

DR door

DR FR door frame

DTL detail

DS downspout DW dishwasher

DWG drawing

E east

EIFS exterior insulation & finish system

EL elevation

EJ expansion joint

ELEC electric

ELEC electrical ELEV elevator

EP epoxy

EPS expanded polystyrene board

EQ equal

ETR existing to remain EXIST existing

EXT exterior

F

G

H

F female

F filler

FA fire alarm FA fluid-applied

FAB fabric

FC file cabinet

FD floor drain

FE fire extinguisher FEC fire extinguisher cabinet

FHC fire hose cabinet

FLR floor

FM factory mutual FM floor mat

FO finished opening

FP fire protection

FP fireproof

FPL fireplace

FRP fiberglass reinforced plastic

FRT fire retardant treated

FTG footing

GA gauge

GALV galvanized

GB grab bar

GC general contractor

GL glass GLU LAM glue laminated wood

GR grade, grading

GT grout

GYP BD gypsum

HB hose bibb

HC hollow core

HM hollow metal HORIZ horizontal

HSKP housekeeping

HGT height

HVAC heating, ventilating

& air conditioning HW hot water

HWY highway

T&M time & materials

TEMP temperature

TEMP temporary TER terrazzo

TERB terrazzo base

TFF top of finished floor

TKBD tackboard

TO top of

TOB top of beam TOC top of concrete

TOJ top of joist

TOPO topography

TOS top of slab

TOS top of steel TYP typical

UNO unless noted otherwise

VERT vertical

VF/CI vendor furnished, contractor installed

VF/OI vendor furnished, owner installed

VF/VI vendor furnished, vendor installed

VNR veneer

VIF verify in field

W west

W/ with

W/O without

WC water closet WC wall covering

WD wood

WDB wood base

WDV wood veneer

WH water heater WP wall protection

WP work point

WT window treatment

XPS extruded polystyrene board

ID inside diameter

INSUL insulation

INT interior

JS janitor sink

LAM laminate LAV lavatory

LL live load

MAX maximum MC modular carpet tile

MECH mechanical

MFR manufacturer

MICRO microwave

MIN minimum MIN minute

MISC miscellaneous

MJ movement joint

MO masonry opening

MS mop sink MTL metal

N north

NA not applicable NIC not in contract

NO number

NM nominal

NS no scale

NTS not to scale

OC on center

OD outside diameter

OF/CI owner furnished, contractor installed OF/OI owner furnished, owner installed

OF/VI owner furnished, vendor installed

OH DR overhead door OPH opposite hand

OPNG opening

PJ panel joint

PLAM plastic laminate

PLYWD plywood PNL panel

PREFAB prefabricated

PREFIN prefinished

PSI pounds per square inch PT paint

PTN partition

QT quarry tile QTB quarry tile base

QTZ quartz

RB resilient base

RCP reflected ceiling plan RD roof drain

REBAR reinforcing steel bars

REC recess

REF reference

REF refrigerator RF resilient flooring

REV revision

RFS room finish schedule

RO rough opening

S south

SAN sanitary

SC sealed concrete

SC solid core SCHED schedule

SCHED scheduled

SF square foot

SIM sim

SS solid surface SST stainless steel

ST stain

ST stair

STL steel

STN stone STNB stone base

STRUCT structure

C

D

E

I

M

N

J

L

O

Q

R

S

P T

W

X

U

V

TRUE

N

PLAN

N

B

000-00

NAME

TYPE

HEIGHT

XXX

XX

FLOOR

BASE

WALL

REMARKS

PARTITION TYPE

DOOR

KEYNOTE

FURNITURE

EQUIPMENT

WINDOW

XX

CEILING

CASEWORK

FINISH PLAN

A

B

A

ELEVATION

DATUM

VIEW NUMBER

VIEW NAME

VIEW SCALE

DEMOLITION

GRID AND GRID IDENTIFICATION

1 21 2

A000

A000

SIM

A000

SIM

BUILDING

SECTIONS

OTHER

SECTIONS

CONSTRUCTION PHASES

ELEVATIONS

ROOM

DETAILS

TITLE

1/2" = 1'-0"

DIMENSION REFERENCES

EXISTING NEW

NEW EXISTING

A1

SIM

TAGSCALLOUTS GRAPHICS

NORTH ARROW

TO OBJECT CENTER TO OBJECT FACE

OR OTHER GEOMETRY

EQ EQ EQ 5'-0" 4'-0"

W" x H" x D"

A000

Level

0'-0"

A000-000A

A2

A

A4

A000A

A2

A

A4

These documents reflect progress and intent and may be subject to change, including additional detail. These are not final construction documents and shall not be used for final bidding or construction-related purposes.

PROGRESS DOCUMENTS

NOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

m i l w a u k e e 333 East Chicago Street Milwaukee, Wisconsin 53202 414.271.5350

309 West Johnson Street, Suite 202 Madison, Wisconsin 53703 608.442.5350 m a d i s o n

1899 Wynkoop Street, Suite 700 Denver, Colorado 80202 303.595.4500 d e n v e r

PROJECT TEAM

SYMBOL LEGEND

VICINITY MAP

ABBREVIATIONS SHEET INDEX

TIMBERLINE

LEARNING CENTER

INDEX

G000

820175-01

JC

170 Valley Brook St Breckenridge, CO 80424

© 2021 Eppstein Uhen Architects, Inc.

GENERAL

G000 INDEX

G101 1ST FLR LIFE SAFETY PLAN

CIVIL

C1.0 DEMO PLAN

C2.0 GRADING PLAN

STRUCTURAL

S000 GENERAL NOTES

S001 ABBREVIATION, SYMBOLS KEY, & 3D SCHEMATIC VIEW

S002 IBC STATMENT OF SPECIAL INSPECTION

S101 FOUNDATION, & ROOF FRAMING PLAN

S301 FULL HT SECTIONS

S502 TYPICAL WOOD & STEEL DETAILS

S510 DETAILS

ARCHITECTURAL DEMOLITION

AD101 1ST FLR DEMOLITION PLAN

ARCHITECTURAL

A000 BUILDING SYSTEMS & NOTES

A010 ADA REQUIREMENTS

A100 MAIN FLOOR PLAN

A110 ROOF PLAN

A120 FINISH FLOOR PLAN

A200 EXTERIOR ELEVATIONS

A500 WALL SECTION

A510 BUILDING SECTIONS AND EXTERIOR SECTION DETAILS

A600 DOOR AND FRAME SCHEDULE

PLUMBING

P000 PLUMBING COVER SHEET-LEGEND & GENERAL NOTES

FP101 OVERALL FIRE PROTECTION PLAN

P101 PLUMBING PLAN

MECHANICAL

M100 CRAWL SPACE HVAC PLAN

M101 MAIN FLOOR HVAC PLAN

M700 HVAC SCHEDULES AND DETAILS

MD100 CRAWL SPACE HVAC DEMOLITION PLAN

MD101 MAIN FLOOR DEMOLITION PLAN

EMAIL ADDRESS:

DIRECT PHONE:

PROJECT CONTACT:

ARCHITECTURAL

EPPSTEIN UHEN ARCHITECTS, INC.

1899 Wynkoop Street, Suite 700 Denver, CO 80202

PHONE: (303) 595-4500

www.eua.com

Sara Schesser , Project Architect 303.256.1139 saras@eua.com

EMAIL ADDRESS:

DIRECT PHONE:

PROJECT CONTACT:

ELECTRICAL ENGINEERING

ACKERMAN ENGINEERING, INC.

3000 Youngfield St, Suite 264 Wheat Ridge, CO 80215

PHONE: 303-278-7297

www.aeiconsulting.com

Tanner Ackerman 303-278-7297 tackerman@aeiconsulting.com

EMAIL ADDRESS:

DIRECT PHONE:

PROJECT CONTACT:

MECHANICAL AND PLUMBING ENGINEER

THE BALLARD GROUP

2525 S Wadsworth Blvd STE 200 Lakewood, CO 80227

PHONE: 303-988-4514

www.theballardgroup.com

Bert Baiotto , Principal 303-867-6842

BBaiotto@theballardgroup.com

EMAIL ADDRESS:

DIRECT PHONE:

PROJECT CONTACT:

STRUCTURAL ENGINEER

JVA CONSULTING ENGINEERS

1675 Larimer Street #550 Denver, CO 80202

PHONE: 303-444-1951

www.jvajva.com

Amber Lebsock , S. Project Eng.

303-565-4975 alebsock@jvajva.com

EMAIL ADDRESS:

DIRECT PHONE:

PROJECT CONTACT:

CIVIL ENGINEER

ALPINE ENGINEERING INC.

34510 Highway 6 Unit A-9 Edwards, CO 81632

PHONE: 970-926-3373

www.alpineciv.com

Matt Wadey , Principal 970-926-3373 wadey@alpinecivil.com

EMAIL ADDRESS:

DIRECT PHONE:

PROJECT CONTACT:

OWNER

TIMBERLINE LEARNING CENTER

170 Valley Brook St Breckenridge, CO 80424

PHONE: 970-453-9656

www.website.com

Melanie Leas , Housing PM 970-453-3161 melaniel@townofbreckenridge.com

COPYRIGHT - GOOGLE MAPS

PROJECT SITE

DATE DESCRIPTION

UP

LIFE SAFETY GENERAL NOTES

1. WHEN A WALL HAS MORE THAN ONE CLASSIFICATION, THE MOST RESTRICTIVE REQUIREMENTS FOR EACH

CLASSIFICATION SHALL APPLY.

2. FOR NEW CONSTRUCTION, PERIMETER SMOKE-SEALS MAY BE REQUIRED AT FIRE-RATED DOORS IN

CERTAIN OCCUPANCIES.

LIFE SAFETY DRAWING NOTES APPLICABLE TO EXISTING CONDITIONS

EXISTING CONDITIONS INDICATED BY THESE LIFE SAFETY PLANS ARE BASED ON INFORMATION PROVIDED AND AN ANALYSIS OF APPLICABLE CODES. IF EXISTING FIELD CONDITIONS ARE DISCOVERED TO BE

DIFFERENT FROM WHAT IS INDICATED ON THESE PLANS, CONTACT THE ARCHITECT.

WITHIN LIMITS OF NEW CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

FOLLOWING AND PATCH DEFICIENCIES (IF ANY ARE DISCOVERED) OF EXISTING ASSEMBLIES.

• CONTINUITY OF SPRAYED ON FIRE PROTECTION

• CONTINUITY OF FIRE RATINGS AND SMOKE-TIGHTNESS REQUIREMENTS OF FLOOR ASSEMBLIES

• WALL FIRE RATINGS AND SMOKE-TIGHTNESS REQUIREMENTS AS INDICATED BY THESE LIFE SAFETY PLANS

• FIRE STOPPING OF THROUGH PENETRATIONS

• FIRE STOPPING OF PERIMETER JOINTS

A.5A B C D E F G H J K L

570 SF

17 OCC

CLASSROOM

E

654 SF

19 OCC

CLASSROOM

E

566 SF

17 OCC

CLASSROOM

E

640 SF

19 OCC

CLASSROOM

E

509 SF

15 OCC

CLASSROOM

E

556 SF

16 OCC

CLASSROOM

E

662 SF

19 OCC

CLASSROOM

E

604 SF

18 OCC

CLASSROOM

E

121 SF

1 OCC

OFFICE

B

146 SF

1 OCC

OFFICE

B

203 SF

2 OCC

OFFICE

B

226 SF

2 OCC

OFFICE

B

121 SF

1 OCC

KITCHEN

B

65 SF

1 OCC

STORAGE

S-1

14 SF

1 OCC

STORAGE

S-1

107 SF

1 OCC

STORAGE

S-1

267 SF

1 OCC

MECH

S-1

39 SF

1 OCC

UTILITY

S-1

143 SF

1 OCC

UTILITY

S-1

42 SF

1 OCC

STORAGE

S-1

43 SF

1 OCC

STORAGE

S-1

36 SF

1 OCC

STORAGE

S-1

45 SF

1 OCC

STORAGE

S-1

68"

32"

32"

32"

32"

THIS EXIT NOT

INCLUDED IN

EGRESS

CALCULATIONS

EXIT DISTANCE = 71'-1"

GENERAL BUILDING HEIGHT AND AREA

Type of Construction

V-B, fully sprinklered

Actual Allowable Building Height/Stories 30' - 6" / 1 TBU

Building Area Allowed: TBU

Actual: TBU

MEANS OF EGRESS

Egress width factor for completely sprinklered areas Corridors and Doors .2 Stairs .3

Exit Width 260 occupants x .2 = 52" (420" provided)

MAXIMUM EXIT ACCESS TRAVEL DISTANCE

Type I-4 Occupancy with Sprinkler System: 200'

WORK AREAS INCLUSIVE OF ENTIRE BUILDING - 2018 IEBC

NEW CONSTRUCTION

ALTERATION LEVEL 1

ALTERATION LEVEL 2

EXISTING NO WORK

All Level 1 alterations to comply with Chapters 3 and 7 of the

2018 IEBC

All Level 2 alterations to comply with Chapters 3, 7, and 8 of the 2018 IEBC

New Construction to comply with the 2018 IBC, 2018 IECC

757 SF 9%

0 SF 0%

939 SF 11%

7075 SF 80%

FIRE RESISTIVE LEGEND

SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH EXTINGUISHER

FIRE EXTINGUISHERS

FE-1

MEANS OF EGRESS

X"

X"

EXIT DISCHARGE

X = CLEAR WIDTH OF OPENING IN INCHES

FROM ROOM OR LEVEL

X = CLEAR WIDTH OF OPENING IN INCHES

These documents reflect progress and intent and may be subject to change, including additional detail. These are not final construction documents and shall not be used for final bidding or construction-related purposes.

PROGRESS DOCUMENTS

NOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A m i l w a u k e e 333 East Chicago Street Milwaukee, Wisconsin 53202 414.271.5350

309 West Johnson Street, Suite 202 Madison, Wisconsin 53703 608.442.5350 m a d i s o n

1899 Wynkoop Street, Suite 700 Denver, Colorado 80202 303.595.4500 d e n v e r

TIMBERLINE

LEARNING CENTER

1ST FLR LIFE

SAFETY PLAN

G101

820175-01

JC

170 Valley Brook St Breckenridge, CO 80424

© 2021 Eppstein Uhen Architects, Inc.

ONE CLASSROOM ADDITION, RENOVATION OF FORMER MULTIPURPOSE ROOM INTO ONE

CLASSROOM, STORAGE ROOMS, AND RESTROOM

PROJECT SUMMARY

OCCUPANT LOAD 260 OCCUPANTS

S-1 (STORAGE)

B (BUSINESS)

OCCUPANCY TYPE E (EDUCATIONAL)

ORIGINAL DATE OF CONSTRUCTION 2007

PROJECT GROSS AREA 757 SF NEW CONSTRUCTION + 939 SF RENOVATION

AREA = 20 % OF TOTAL BUILDING AREA

PROJECT TYPE ADDITION + LEVEL 2 ALTERATION; PER 2018 IEBC

PROJECT INFORMATION

FIRE PROTECTION SPRINKLERED

TOTAL BUILDING AREA 8,771 SF

NUMBER OF STORIES 1

ORIGINAL DATE OF CONSTRUCTION 2007

CONSTRUCTION TYPE V-B

GENERAL INFORMATION

2021 NFPA 170

2018 COLORADO FUEL GAS CODE

2018 COLORADO PLUMBING CODE

2017 ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES

2023 NATIONAL ELECTRICAL CODE (NEC)

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2021 INTERNATIONAL FIRE CODE (IFC)

2018 INTERNATIONAL MECHANICAL CODE (IMC)

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2018 INTERNATIONAL BUILDING CODE (IBC) WITH LOCAL AMENDMENTS

APPLICABLE BUILDING CODES

FIRE DEPARTMENT BRECKENRIDGE FIRE RESCUE

BUILDING DEPARTMENT STATE OF COLORADO - DIVISION OF FIRE

PREVENTION AND CONTROL

JURISDICTIONS

VALLEY BROOK CHILDCARE CENTER

OWNER

PROJECT DATA

N

1/8" = 1'-0" A1

LL OCCUPANCY CLASSIFICATION

Occupancy Classification Occupancy Space

Name Area Area per Occupant Gross or Net Occupant Total STORAGE 65.18 SF 300 Gross 1

STORAGE 14.18 SF 300 Gross 1

STORAGE 106.66 SF 300 Gross 1

MECH 267.14 SF 300 Gross 1

UTILITY 39.08 SF 300 Gross 1

UTILITY 143.11 SF 300 Gross 1

STORAGE 41.75 SF 300 Gross 1

STORAGE 42.56 SF 300 Gross 1

STORAGE 35.66 SF 300 Gross 1

STORAGE 45.14 SF 300 Gross 1

OFFICE 121.27 SF 150 Gross 1

OFFICE 145.52 SF 150 Gross 1

OFFICE 202.67 SF 150 Gross 2

OFFICE 226.5 SF 150 Gross 2

CLASSROOM 570.38 SF 35 Net 17

CLASSROOM 653.8 SF 35 Net 19

CLASSROOM 566.38 SF 35 Net 17

CLASSROOM 640.02 SF 35 Net 19

CLASSROOM 509.02 SF 35 Net 15

CLASSROOM 556.28 SF 35 Net 16

CLASSROOM 662.45 SF 35 Net 19

CLASSROOM 603.78 SF 35 Net 18

KITCHEN 121 SF 200 Gross 1

Grand total 157

DATE DESCRIPTION

Increase: 20

New Occupant Load: 260

Previous Occupant Load: 240

** IEBC, Section 809 Plumbing: 809.1 Minimum fixtures. Where the occupant load of the story is increased by more than 20 percent, plumbing fixtures for the story shall be provided in quantities specified in the International Plumbing Code based on the increased occupant load. The occupant load of building has been increased by 8.3%, therefore building does not need to come into compliance wit the current code.

Note:

9 9 2 1

PROVIDED **

WATER CLOSETS LAVATORIES

DRINKING

FOUNTAINS

SERVICE

SINK

REQUIRED TOTALS 11 11 3

SUBTOTALS 10.33 10.33 1.47

BUSINESS 7

1 per 25 for the first

50 and 1 per 50 for the remainder exceeding 50

1.00

1 per 40 for the first

80 and 1 per 80 for the remainder exceeding 80

1.00 1 per 100 0.07

INSTITUTIONAL -

CHILD DAY CARE

140 1 per 15 9.33 1 per 15 9.33 1 per 100 1.4

USE LOAD RATIO FIXTURES RATIO FIXTURES

SPACE WATER CLOSETS LAVATORIES DRINKING

FOUNTAIN

RATIO

DRINKING

FOUNTAINS

SERVICE

SINK

STRUCTURAL GENERAL NOTES

FOUNDATION DESIGN:

1. REFER TO SOILS REPORT NO. SU02352.000-125 BY CTL THOMPSON, DATED MAY 25, 2023.

2. GEOTECHNICAL ENGINEER SHALL VERIFY SOIL CONDITIONS AND TYPES DURING EXCAVATION AND PRIOR TO

PLACEMENT OF FORMWORK OR CONCRETE.

3. FROST DEPTH SHALL BE 3'-4" MINIMUM BELOW EXTERIOR GRADE.

FOOTINGS:

1. DESIGN OF FOOTINGS IS BASED ON

A. MAXIMUM ALLOWABLE BEARING PRESSURE 3000 PSF

B. MINIMUM DEAD LOAD PRESSURE NA.

2. BEAR ON THE NATURAL UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. EXTERIOR FOOTINGS SHALL

BEAR BELOW FROST DEPTH.

EARTH RETAINING STRUCTURES:

1. EARTH EQUIVALENT FLUID LATERAL PRESSURE:

A. WALLS RESTRAINED AT TOP (AT REST) 50 PCF

B. CANTILEVERED WALLS (ACTIVE) 40 PCF

C. PASSIVE RESISTING 400 PCF

2. COEFFICIENT OF SLIDING FRICTION 0.45

REINFORCED CONCRETE:

1. DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."

2. CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE."

3. STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

4. CONCRETE MIX TABLE NOTES:

A. CONCRETE MIX SUBMITTAL SHALL INCLUDE A SINGLE PAGE LIST OF MIXES, IN TABULAR FORMAT, WITH KEY

MIX REQUIREMENTS.

B. SLUMP VALUES INDICATED ARE SUGGESTED BASED ON USE AND TYPICAL PLACEMENT METHODS.

CONTRACTOR MAY ADJUST SLUMP AS NECESSARY FOR FIELD CONDITIONS AND INSTALLATION METHOD

USED PROVIDED REMAINING REQUIREMENTS ARE MET.

C. AIR CONTENT:

a. N/P: AIR ENTRAINING ADMIXTURES NOT PERMITTED, ENTRAPPED AIR ONLY

b. N/A: NOT APPLICABLE, NO STRUCTURAL AIR CONTENT REQUIREMENTS

D. SHRINKAGE STRAIN: MIXES NOTED AS "SHRINKAGE XX%" SHALL BE LIMITED TO A MAXIMUM DRYING SHRINKAGE ( 0.05% UNLESS NOTED OTHERWISE) AT 28 DAYS (500 MICROSTRAIN) AS MEASURED BY ASTM

C157. SHRINKAGE TEST RESULTS TO BE INCLUDED WITH MIX DESIGN SUBMITTAL.

E. GENERAL CONTRACTOR TO COORDINATE CONCRETE MOISTURE LEVEL AND ANTICIPATED MOISTURE

MITIGATION PROCEDURES WITH CONCRETE SUPPLIER/MIX DESIGNER AND OTHER AFFECTED

SUBCONTRACTORS (INCLUDING BUT NOT LIMITED TO FLOORING) TO ADDRESS ALL POTENTIAL SCHEDULE

AND INSTALLATION CONFLICTS.

5. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315

"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT."

6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.

7. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT BARS SHOWN TO BE FIELD-BENT SHALL

BE ASTM A706, GRADE 60.

8. EPOXY COATED REINFORCING BARS SHALL CONFORM TO ASTM A775 (STRAIGHT BARS) AND ASTM A934 (PRE-

FABRICATED BARS).

9. ZINC COATED (GALVANIZED) REINFORCING BARS SHALL CONFORM TO ASTM A767.

10. BARS TO BE WELDED SHALL CONFORM TO ASTM A706.

11. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS PER THE CONCRETE LAP SPLICE

SCHEDULE.

12. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER

BARS FOR EACH LAYER OF REINFORCEMENT.

13. TRIM OPENINGS IN WALLS AND SLABS WITH (2) #5 FOR EACH LAYER OF REINFORCEMENT, FULLY DEVELOPED BY

EXTENSION OR HOOK.

14. IN CONTINUOUS MEMBERS, SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS.

15. FORM INTERMITTENT SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND AS SHOWN ON THE STRUCTURAL

DRAWINGS.

16. EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE

CONCRETE SHALL BE AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

B. EXPOSED TO EARTH OR WEATHER:

1. #6 THROUGH #18 BARS 2"

2. #5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2"

C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

1. SLABS, WALLS, JOISTS: #11 BARS AND SMALLER 3/4"

2. BEAMS AND COLUMNS:

a. PRIMARY REINFORCEMENT 1-1/2"

b. STIRRUPS, TIES, SPIRALS 1-1/2"

17. FIBER ADMIXTURE SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS, TYPE III 4.1.3, PERFORMANCE

LEVEL ONE, PER ASTM C1116.

18. ANCHOR BOLTS AND RODS FOR BEAM AND COLUMN-BEARING PLATES SHALL BE PLACED WITH SETTING

TEMPLATES.

POST-INSTALLED ANCHORS

1. ALL CAST-IN-PLACE ANCHORS DESIGNED IN ACCORDANCE WITH ACI 318.

2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE

CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLING POST-

INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

3. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR.

EXISTING REINFORCING BARS SHALL NOT BE CUT UNLESS APPROVED BY THE EOR.

4. ALL ANCHORS MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTALLATION INFORMATION (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MPII.

5. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER; REGISTRATION MUST BE IN THE STATE IN WHICH THE PROJECT IS LOCATED. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE AUTHORITY HAVING

JURISDICTION.

6. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER’S FIELD REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED, PRIOR TO THE ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND MADE AVAILABLE TO THE EOR/ SPECIAL INSPECTOR AS REQUESTED.

7. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION THAT SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-11 D 9.2.2, ACI 318-14 17.8.2.2). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO

THE EOR FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.

8. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS (ACI 318-11 D 2.2, ACI 318-14 17.1.2)

9. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN DRY HOLES THAT HAVE BEEN DRILLED, CLEANED, AND PREPARED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTALLATION INFORMATION AND

THE RESPECTIVE ICC-ES EVALUATION REPORTS.

10. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDING

CODE AND PER THE CURRENT ICC-ES REPORT (IBC TABLE 1705.3 NOTE B).

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360) AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303) BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).

2. STRUCTURAL STEEL WIDE FLANGE BEAMS AND WTS SHALL CONFORM TO ASTM A992, 50 KSI YIELD.

3. ROLLED STEEL FLOOR PLATES SHALL CONFORM TO ASTM A786, COMMERCIAL GRADE.

4. OTHER ROLLED SHAPES, INCLUDING PLATES, CHANNELS, AND ANGLES SHALL CONFORM TO ASTM A36, 36 KSI

YIELD.

5. HOLLOW STRUCTURAL SECTION (HSS) RECTANGULAR SHAPES SHALL CONFORM TO ASTM A500, GRADE C, 50 KSI

YIELD.

6. HSS ROUND SHAPES SHALL CONFORM TO ASTM A500, GRADE C, 46 KSI YIELD.

7. PIPE SHAPES SHALL CONFORM TO ASTM A53, GRADE B, 35 KSI YIELD.

8. EXCEPT AS NOTED, FRAMED BEAM CONNECTIONS SHALL BE BEARING-TYPE WITH 3/4" DIAMETER, SNUG TIGHT, ASTM F3125 BOLTS, DETAILED IN CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND THE "STEEL CONSTRUCTION MANUAL" BY THE AISC. INSTALL BOLTS IN ACCORDANCE WITH AISC'S "SPECIFICATION FOR

STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS".

9. ALL BEAMS SHALL HAVE FULL DEPTH WEB STIFFENERS EACH SIDE OF WEBS ABOVE AND BELOW COLUMNS.

10. ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE (36, 55 WITH WELDABILITY SUPPLEMENT S1, AND/OR

105) AS NOTED ON THE STRUCTURAL DRAWINGS.

11. HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108 AND SHALL BE CONNECTED TO STRUCTURAL

STEEL WITH EQUIPMENT APPROVED BY THE STUD MANUFACTURER ACCORDING TO THE STUD MANUFACTURER'S

RECOMMENDATIONS.

12. WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH THE AISC DOCUMENTS LISTED ABOVE, THE AMERICAN WELDING SOCIETY (AWS) D1.1: STRUCTURAL WELDING CODE, AND THE RECOMMENDATIONS FOR USE OF WELD E70 ELECTRODES. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 3/16" FILLET BY

LENGTH OF CONTACT EDGE.

13. GROUT BENEATH COLUMN BASE AND BEAM BEARING PLATES SHALL HAVE A MINIMUM 28-DAY, COMPRESSIVE STRENGTH OF 7,500 PSI AND SHALL BE NON-SHRINK, NON-METALLIC, AND TESTED IN ACCORDANCE WITH ASTM C1107.

DESIGN LOADS:

1. DESIGN LOADS: TOWN OF BRECKENRIDGE (2018 INTERNATIONAL BUILDING CODE WITH AMENDMENTS); ASCE 7-16

2. RISK CATEGORY: II STANDARD

3. ROOFS:

A. ROOF DEAD LOAD 20 PSF

B. ROOF LIVE LOAD 20 PSF, 300 LBS

C. GROUND SNOW LOAD, Pg 77 PSF (NA PER TOWN OF BRECKENRIDGE AMENDMENTS) D.