20250305_SILETZ RFP for CM-GC Services.pdf

Request for Proposal (RFP) for

“RFP 2025-03-05”

Siletz Clinical Health Clinic Renovation

Construction Manager/General Contractor (“CM-GC”) Services

Confederated Tribes of Siletz Indians

Issued: March 5, 2025

Due: By 12 p.m. Pacific time, March 20, 2024

For further information contact:

Brad Thomas, Project Architect, SĀJ Architecture, bradt@saj-arch.com.

mailto:bradt@saj-arch.com

Siletz CHC Renovation – GC/CM – RFP March 5, 2024

Table of Contents

Notice to Proposers

Procurement Timeline

Project Description

Project Team

Communications with the Owner

Project Schedule

Procurement Considerations

Proposal Requirements, Contents, and Considerations

Other Provisions

Exhibits

Exhibit A – Proposal Form

Exhibit B – Scope of Work Clarifications & Drawings

Exhibit C – Schedule

Exhibit D – Insurance Requirements

Exhibit E – CM-GC Cost Matrix

Proposers will be evaluated based on best value to CTSI based on a combination of qualifications, TERO compliance, native preference, cost, and schedule for the delivery of services as presented in the RFP response, interview, references and other information available to CTSI.

The Confederated Tribe of Siletz Indians (CSI) Community Health Department is seeking a qualified firm to provide General Contractor/Construction Manager services to complete the Siletz Community Health Clinic Renovation project located at the site located at 200 Gwee-Shut Dr. Siletz, OR 97380.

NOTICE TO PROPOSERS - All Proposals shall be:

• E-mailed to Miranda E. Williams, Executive Health Director, CTSI at MIRANDAW@CTSI.NSN.US

• Proposals will be received until March 20, 2025 at 12:00 p.m. Pacific time.

• The RFP documents may be obtained via an e-mail request to Brad Thomas, Project Architect, SĀJ Architecture, bradt@saj-arch.com.

CTSI may reject any or all proposals upon a finding it is in the public interest to do so and to rescind the award of any contract at any time before the execution of said contract by all parties with no liability against CTSI.

PROCUREMENT TIMELINE:

3/5/2025 Issue Request for Proposal (RFP)

3/12/2025 Site walk – non-mandatory.

3/14/2025 Last date to submit questions regarding the RFP or propose changes to the contract documents.

3/18/2025 Final addendum issued

3/20/2025 Proposals due by 12 p.m. Pacific time

3/27/2025 Interviews if required

4/18/2025 CTSI Board approval

CTSI reserves the right to modify this schedule at its discretion. Proper notification of changes in the response schedule will be made via addendum.

Project Description The Confederated Tribe of Siletz Indians (CTSI) owns and operates an existing three-story Community

Health Clinic (CHC). The Community Health Department is expanding and requires additional, and more functional, office space. An existing, approximately 6,750-square-foot shell space on the lower, ground floor has been proposed to house this department. The space is intended to house office space supporting offices for many of the public health programs and working groups, including Community

Health Advocates, Harm Reduction, CARE, Healthy Traditions Diabetes, Nutrition, Farm Department, transportation, etc. In addition, the space will house common spaces to support these programs’ functioning and broader public health goals. The desire is for a selected GM/CM firm to serve as an advisor during preconstruction in addition to submitting a GMP for acceptance, negotiation, or rejection by owner for the construction of the renovation project.

Project Team

1. Owner: Confederated Tribe of Siletz Indians

2. Architect: SĀJ Architecture

3. MEP Engineering: Laminar Flow Engineering

4. Structural Engineering: Walker Structural Engineering

5. Special Inspector: TBD

6. Commissioning Agent: TBD

General Contractor/Construction Manager (CM-GC) Package and Budget

The general scope being procured via this RFP is the services of a qualified CM-GC to work with the project team during design to inform the design team and owner as to costs, constructability, schedule, and all other relevant issues to assure that the construction phase can be completed as planned and without disruption or changes. During the design phase the CM-GC will develop estimates, schedules, and a GMP for the construction phase of the project.

Communications with the Owner

Proposers are required to conduct the preparation of their Proposals with professional integrity and free of lobbying activities. Communication with the Owner regarding this Project shall be directed to the Architect. Do not communicate about the Project or the Procurement with any other members of the Project Team or their employees, members, elected officials, or representatives.

Communication regarding the Procurement or the Project with any Project Team member, other than the designated Architect contact may cause the firm involved to be disqualified from submitting under this Procurement.

Project Schedule

Exhibit C contains the current project design schedule. In the response, the CM-GC shall confirm that they are able to meet the constraints, timeframes, durations, sequencing and all other aspects of the project to deliver their services as expressed in the schedule.

Procurement Considerations

This RFP is issued in compliance with the CTSI procurement policy and requirements. The proposer shall complete and submit the proposal form attached in Exhibit A with the proposer’s response to this RFP via email to Miranda E. Williams, Executive Health Director, CTSI at MIRANDAW@CTSI.NSN.US no later than March 20, 2025 at 12:00 p.m. Pacific time.

This project will utilize an AIA A101 modified for CM-GC delivery & AIA A201.

EVALUATION AND SELECTION PROCESS

The proposals will be evaluated by CTSI with points assigned based upon the criteria in this RFP.

Those proposals submitted that do not meet mandatory requirements outlined will not be evaluated.

The evaluation shall include a review of all documents submitted. CTSI will invite recommended finalists for interviews based solely upon its evaluation of the selection criteria. CTSI may, at its sole discretion, forego the interview process. The proposals received will be subjectively evaluated by the Evaluation Committee with points assigned based upon the criteria in this RFP. Those proposals submitted that do not meet mandatory requirements outlined in the RFP will not be evaluated. The Evaluation Committee may choose to interview contractors that exceed the minimum qualification threshold of 80% of the points available. Selection of the successful firms will be entirely at the discretion of the CTSI , and CTSI reserves the right to waive minor irregularities in the selection process and to reject any and all proposals.

Proposal Requirements, Contents, and Considerations

The Proposer shall provide the following information in the order listed below. Where the Proposer is asked to provide information there shall be a full discussion (and attachments where necessary).

The format of the proposals, including attachments, shall not exceed twenty-five (25) single sided standard size (8 1/2” x 11”) pages, minimum Calibri 12-point font.

Proposers shall e-mail the signed proposal, with all pages numbered and combined into a single PDF document, to MIRANDAW@CTSI.NSN.US. Hard copy submissions or electronic formats other than PDF will not be accepted.

mailto:MIRANDAW@CTSI.NSN.US mailto:MIRANDAW@CTSI.NSN.US

Each section will be scored by the number of points listed next to the information the points listed are the maximum amount that can be given during evaluation.

1. Cover Letter (information only): Confirm your firm’s interest in the project and commitment to meet all requirements. Provide firm’s contact information for use related to the selection process.

2. Indian Preference: It is the policy of the CTSI and its enterprises to enter into contracts and agreements with bona fide Indian contractors, business, or vendors when practicable.

CTSI shall comply with the Nation’s Indian preference policy in awarding contract or entering into agreements on behalf of CTSI. The policy requires bona fide Indian contractors, business, or vendors be given preference in the awarding or entering into procurement contractor or agreements where practical and in the following order:

A. Members of the CTSI B. Providers for the members of the CTSI C. Others enrolled in a federally recognized tribe D. All others

3. Firm Background and Proximity (5 points): Provide a brief description of your firm, including ownership structure, service area, length of time in the industry, and annual revenue and bonding capacity for the past five years. If you are proposing in a joint venture or teaming arrangement, provide a clear description of the legal and business relationship between the respective firms. Also provide the following information about your firm’s location and range of work:

A. Address of firm’s headquarters or corporate office.

B. Address of local company office that will oversee and manage the Program.

C. Current geographic range of your entire company’s work.

D. Current geographic range of work managed by the local company office.

4. Confederated Tribes of Siletz Indians Experience or Equivalent Native American Experience (5 points): If you have relevant tribal construction experience, please provide examples and articulate how that benefits this project. If not, please illustrate how your company’s experience will benefit the Confederated Tribes of Siletz Indians.

5. Clinic / Healthcare / Office Renovation Experience (15 points): Describe your firm’s experience working on medical/healthcare renovation projects. Provide details for a minimum of three

(3) examples and no more than five (5). Include the following information:

A. Name, location and brief description B. Describe how your firm used the CM-GC process (or equivalent project process) to provide value in both the pre-construction and construction phase.

C. Amounts of initial estimate, initial GMP, and final GMP at completion D. Start date, initial substantial and final completion dates, and final substantial and final completion dates E. Relevance of the project to the team members identified in the proposers RFP response.

F. Project contact information (name, email, phone for each of the following):

i. Owner

ii. Architect

6. Staffing Plan and Key Personnel (20 points):

A. Provide an organizational chart showing your proposed key staff members, to include by not limited to, preconstruction project manager, project manager, estimator, and superintendent. Indicate if they will be stationed in the home office or on site during the construction phase. Explain what percentage of their time will be dedicated to this project.

B. Provide detailed resumes for all staff shown on the project organizational chart, including length of time with the firm, qualifications, and relevant experience on comparable projects.

C. Proposer shall clearly state that all staff members are available and committed to the project for the duration of the project (as required by their position). Key staff members shall not be changed.

7. Local Issues (10 points): Describe your firm’s knowledge of local construction conditions, local labor market and local/regional subcontractors and suppliers. Explain how you will use this knowledge to benefit the project.

8. Project Approach (20 points): Describe how your firm utilizes the CM-GC process to create value during the pre-construction & construction phase. Include the following information:

A. Trust: Describe your firm’s approach to providing services on behalf of CTSI, acting in their best interest, including but not limited to your efforts and techniques to foster and maintain trust within the project team to maintain a positive and effective working environment throughout the delivery of the services and project.

Provide a minimum of 3 examples where you have successfully implemented this approach.

B. Estimating: Describe your estimating process in alignment with the GMP for this project. How do you ensure a transparent estimating process and that the owner and design team are constantly aware of the project costs as the project evolves through design?

C. Contingency, Allowances: Describe your firm’s proposed use of contingencies and allowances within the GMP. How do you propose the contingencies are managed, what are the allowable uses and who has control of their use?

D. Design Assistance: Describe your firm’s approach to assisting the Design Team during the pre-construction/design phases of the project to identify and resolve potential design and constructability issues. Describe your firm’s approach to the reliability and reliance that the Owner and design team should have in the information provided by the CM-GC during the pre-construction/design phase.

E. Project Management: Describe your firm’s project management and scheduling system. How will you ensure the project is completed on schedule and in a well-organized and orderly manner? Elaborate on technology tools utilized to assist with this process.

F. Cost Control: Describe your cost reporting system. How will you keep CTSI apprised of current and projected costs during the construction phase? How will you avoid change orders?

G. Quality Control: Describe how will you ensure appropriate quality, minimal punch lists and timely close-out. Elaborate on technology tools utilized to assist with this process.

H. Schedule: Describe how your firm will ensure that the project schedule is maintained and how you will communicate schedule information to the project team. Provide a draft schedule to show preconstruction activities, estimating activities, and major milestones activities, with anticipated durations of each activity.

9. Project Safety & Communication Plan (10 points)

A. Describe your plan to safely and efficiently complete the work, while operating in an occupied medical facility.

B. Provide a brief description of your firm’s accident prevention program and drug/alcohol program. Provide your firm’s EMR Lost Time Accident Rate for each of the past 5 years.

10. Fees and Compensation (20 points): Provide responses to this section in a matrix format.

A. Pre-construction Costs: Provide a not-to-exceed price for pre-construction services. Include a breakdown of hourly rates for personnel as well as a list of reimbursable expenses that would be included in the not-to exceed price.

B. Fee: State the fee as a percentage of the direct construction costs. No other mark-up will be allowed. The CM-GC will be required to provide accounting documentation to substantiate that all cost inputs to the project will be at the CM-GC’s actual bare cost. The CM-GC will not be allowed to include “rates” for labor, bonding or insurance programs. Tool and equipment charges will be required to be comparable to market rental rates.

i. The fee shall cover, at a minimum, those items excluded from the Cost of the Work and General Conditions as defined in the agreement and as clarified in the CM-GC Cost Matrix, (attached as Exhibit E). The matrix shall provide the Proposers greater clarity about which costs will be reimbursed and which costs will not.

ii. After Contract award and before the GMP is established, the maximum not-to- exceed amount for General Conditions will be established and set forth in a contract amendment.

C. General Conditions/Staffing Costs: Provide a detailed estimate of construction phase staffing, your proposed staffing plan and the CM-GC Cost Matrix. Include assumed durations and proposed hourly costs, including labor burden. If applicable, provide estimated travel, housing and per diem costs as separate line items.

D. Bond and Insurance Rate:

i. Provide the cost of the 100% Payment and Performance Bond as a percent of the direct construction costs plus fee.

ii. Provide a brief explanation of your firm’s policy on sub-contractor bonding.

iii. Provide a letter from your bonding company confirming their ability to provide 100% payment and performance bond for the project.

iv. Provide the cost of all insurance (including Builder’s risk) as a percent of the direct construction costs plus fee. See Exhibit D for insurance requirements.

v. Provide the cost of the Builder’s Risk coverage, the deductible, and the limits.

Other Provisions

A. Acceptance of Proposal Specifications, Terms and Conditions:

The successful Proposer acknowledges and accepts all provisions within, and referenced within, this RFP. No revision will be considered or incorporated unless the successful Proposer expressly states within their proposal a specific suggested alternate term. If the proposer suggests a revision then they shall include the specific reference to the term in the RFP, provide the proposed revised verbiage, and justification for consideration by

CTSI.

B. Anti-Discrimination:

In connection with this RFP and in the performance of any subsequent contract, Proposers shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, marital status, sexual preference, and/or being physically challenged. Proposers shall take action to ensure that all applicants are treated equally during employment without regard to such status.

C. Compliance with Applicable Laws:

In connection with this RFP and the contract, Proposers shall comply with all applicable laws in all aspects in connection with the procurement process of this project and the performance of the contract whether such laws are stated herein or not.

D. Proposal Opening:

The proposals will be submitted electronically.

E. Form of Contract:

The form of contract between the Contractor and the Owner will be the modified version of the AIA A101-2017 (modified to reflect CM-GC delivery) and AIA A201-2017 (modified).

By submitting a proposal the Proposer agrees that the form of contract is acceptable and shall so acknowledge in the proposal form. Short listed contractors will have an opportunity to comment on the proposed contract language.

See section A above for provisions to provide suggested revisions to the Form of Contract. Negotiations on contract terms are at the Owner’s sole discretion. Proposers should not anticipate that any portion of the proposed Contract will be changed or modified. By submitting a Proposal, the Proposer represents and warrants that it will enter into the Contract provided by the Owner subject to the terms set forth in its proposal.

The selected contractor’s proposal will become an exhibit of the contract agreement to memorialize and incorporate the performance commitments, scope of services, qualifications, and team members into the provisions of the agreement. The document Order of Precedence is described in the contract agreement.

F. CTSI’s Rights:

CTSI may investigate the qualifications of any Proposer under consideration, may require confirmation of information furnished by a Proposer, and may require additional evidence of qualifications to perform the work described in this RFP.

CTSI reserves the right, in its sole and absolute discretion and without recourse by Proposers, to take any of the following actions:

i. Reject any or all Proposals;

ii. Issue a new procurement;

iii. Cancel, modify, or withdraw the RFP;

iv. Issue addenda, supplements, and modifications to this RFP;

v. Modify the RFP process;

vi. Appoint a selection committee and evaluation teams to review RFPs and seek the assistance of outside technical experts in the response evaluations;

vii. Hold meetings and exchange correspondence with the Proposers to seek an improved understanding and evaluation of the responses;

viii. Seek or obtain data from any source that has the potential to improve the understanding and evaluation of the responses;

ix. Waive irregularities in responses;

x. In the negotiations for the contract with the selected proposer to change the dates for performance from that set forth in Section III hereof; and/or

xi. Refuse to issue a contract at all.

CTSI is not obligated to enter into any contract, and under no circumstances shall it have any obligation to pay for any costs or expenses incurred by any Proposer in the preparation or submission of a response to this RFP or in anticipation of a contract.

Proposers are solely responsible for all costs and expenses of any nature associated with responding to this RFP, attending briefing(s), providing supplemental information, and all subsequent costs and expenses. By submitting a response to this RFP, a Proposer disclaims any right to be paid for such costs by CTSI or anyone else.

G. Investigation:

The Proposer shall make all investigations necessary to understand the scope of the work, the proposal documents, and existing conditions to provide the complete scope of work including protection of the existing elements to remain from damage during the performance of this work.

H. Late Proposals:

Proposals received after the time and date set for proposal closing will not be considered for award. Delays in electronic transmission are the responsibility of the proposer. The official clock will be the clock on the computer utilized by Miranda E. Williams, Executive Health Director, CTSI as documented by the receipt time attached to the email submission through the MS Outlook program.

I. Mistakes, errors and omissions in solicitation:

Any mistakes, errors and omissions in this solicitation must be reported immediately to

CTSI.

J. Publicity:

New releases relating to this RFP will not be made without prior approval by, and in coordination with, CTSI.

K. Proposal Validity:

All proposals shall remain valid for a period of 90 days following the RFP deadline.

L. Written Questions, Comments and Addenda, Rules of Contact:

Questions and comments pertaining to this solicitation must be submitted in writing via email, according to the Proposal and Award Timeline to: Brad Thomas, Project Architect, SĀJ Architecture, bradt@saj-arch.com.

Proposers shall not contact any CTSI or CHC staff members, elected officials, representatives, or members during the selection process.

If, in CTSI’s opinion, additional information or interpretation is necessary, such information will be supplied in the form of Addenda. Addenda shall have the same binding effect as though contained in the main body of the Request for Proposals. The successful Proposer shall acknowledge Receipt of all addenda issued, either with the proposal, or separately, in writing, prior to the time and date set for proposal closing. Addenda shall be sent within a reasonable time to allow prospective proposers to consider them in preparing their proposals.

ORAL INSTRUCTION OR INFORMATION CONCERNING THE REQUEST FOR

PROPOSALS OR THE PROJECT GIVEN OUT BY OFFICERS, EMPLOYEES OR AGENTS

OF CTSI TO PROSPECTIVE PROPOSERS SHALL NOT BIND CTSI AND SHALL NOT BE

RELIED UPON.

Siletz CHC Renovation – CM-GC – RFP Page 1 of 2 of Exhibit A

March 5, 2025

Exhibit A – Proposal Form

Responses to the Request for Proposal must contain a signed scan of this page as the first pages of the PDF.

Firm Name:

The Undersigned offers and agrees to provide General Contractor/Construction Manager Services for the Community Health Clinic including, but not limited to the work described within this RFP and its attachments (including addendums acknowledge below) in compliance with the requirements of these same documents and the requirements of all Authorities Having Jurisdiction.

The Proposer understands that any false statement may disqualify this proposal from consideration or be cause for contract termination.

The proposer certifies that it does not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, handicap, financial ability, age or other no-job-related factors.

Oregon License Number:

Expiration Date:

1. Has your firm ever been disqualified by a public or tribal entity from bidding or proposing on a project?

(yes/no). If the answer is yes, explain the circumstances, project, contracting agency and date. State then reason for disqualification and if the disqualification has ended. Attach the explanation on a separate sheet to this form.

2. Has your firm ever been terminated from a public or tribal contract? (yes/no). If the answer is yes, explain the circumstances, project, contracting entity and date. State then reason for termination.

Attach the explanation on a separate sheet to this form.

3. Has your firm ever been involved in litigation involving a public or tribal contract? Has a claim been made against any payment or performance bond taken out by your firm? Has a legal claim been made against your firm for alleged contract breach or substandard performance, or has a claim been made against your firm for dishonesty, fraud, or misappropriation in relation to a construction contract?

(yes/no). If the answer is yes, provide a full explanation on a separate sheet entitled “Claims”.

4. I acknowledge receipt of the following Addendum(s):

Number Date

Page 2 of 2 of Exhibit A

March 5, 2025

5. The proposer is a bona fide Indian contractor as described above (yes/no): .

If yes, include copy of documentation to evidence greater than 50% Indian ownership, or evidence to show qualification under the provider designation as appropriate.

6. List all proposer provided attachments to this proposal:

Firm Name: Phone:

Address:

By (print): Title:

Signed: Date: _

Page 1 of Exhibit B

March 5, 2024

Exhibit B

SCOPE OF WORK CLARIFICATIONS

1. The project scope includes renovation of approximately 6,750 SF of shell space on the ground floor of the clinic.

2. The Contractor shall include all work required to complete all activities associated with the work described in the RFP and its Exhibits, including all referenced documents, standards, codes, etc.

3. The successful bidder will be required to provide a payment and performance bond.

4. At the end of each workday the Contractor shall secure the site, the building, and all work in a manner that is clean, safe, and professional. At the completion of the work the Contractor shall leave the site and the improvements in a broom swept condition with all debris removed, all temporary items secured and in operating condition, salvaged items (if not already delivered to the owner) shall be neatly stacked and secured.

5. The Contractor shall not perform work which is commonly understood to be particularly loud or disruptive during hours in which the building is typically occupied except as proposed and agreed to in writing with the owner prior to acceptance of the GMP.

6. The contractor shall create a detailed pre-existing conditions report that documents any and all damage, cracks, or other concerns prior to any activity. Damage not identified in this report will be required to be repaired to the Owner’s satisfaction by the Contractor within the scope of the Contractor’s proposal. This report shall be submitted to the Owner and Architect within 5 workdays of the Notice to Proceed and at least 2 workdays prior to the start of any work onsite.

7. The Contractor shall provide a post-construction condition report similar to the pre-construction conditions report. This report shall be provided no later than 5 days after completion of the work.

8. The contractor shall provide a schedule of work prior to starting work showing the planned work for each day of work.

9. The contractor shall utilize a collaborative electronic project management system, such as Procore for the duration of the project.

Page 2 of Exhibit B

March 5, 2024

10. The contractor shall complete a daily report and compile and submit each week’s reports to the Owner and Architect each week. The report shall include:

a. Conditions: Weather, start time, end time, etc.

b. Systems (Water, Sewer, Power, Gas, Fire Protection, Fire Alarm, Security, Monitoring, Phone, etc…):

i. Note any service or system operation that was interrupted, or confirm no interruptions occurred on each system

ii. Times it was interrupted and restored

c. Work:

i. The planned work for the day (per the schedule)

ii. Actual work performed

iii. Hindrances to completing scheduled work

iv. Work not completed that was planned

d. Workforce:

i. List all contractors onsite

ii. Number of all workers onsite (including management) and if onsite for a portion of the day note arrival and departure times

iii. Name of each worker onsite

e. Safety:

i. Note any concerns with safety that occurred throughout the day

f. Daily wrap up:

i. Confirmation that the site was properly secured at the end of each work day

ii. Confirmation that the surrounding public areas and ROW were inspected and were unimpacted by the construction activities; periodically throughout the day and at the end of the work day

g. Visitors:

i. List anyone else that was at the site throughout the day that is not identified in Section d. Name, employer/affiliation, arrival time, departure time, and purpose.

h. Photos:

i. Provide daily photos of the work activity onsite documenting the work completed

11. Disposal reporting:

a. Every other week provide receipts for disposal of all recycled materials removed from the site with a summary report that compiles and summarizes the information in a format that is coordinated with the Owner.

ABBREVIATIONS

IGL

IMB

INCL

INSUL

INT

IPT

IR

IRGWB

JST

JT

KO

KS

LAB

LAM

LAV

LF

LGL

LH

LIN

LT

MAR

MAT

MAX

MB

MDF

MDO

MECH

MFR

MH

MIN

MIR

MISC

MRGWB

MTL

MW

N

NA

NIC

NO

NOM

NSV

NTS

OC

OD

OFCI

OFOI

OH

OP

OPG

OPP

OSB

PAR

PART

PBG

PB

PC

PERF

PERP

PH

PL

PLAM

PLYWD

PNL

PWD

PR

AB

ABS

ACM

ACP

ACP

ACT

AD

ADJ

ADJT

ADP

AFF

AGG

AL

ALT

AP

AR

ARGWB

ARCH

ATB

AWP

BIT

BL

BLDG

BLK'G

BM

BMU

BOT

BR

BUR

C/S

CAB

CB

CG

CHB

CJ

CL

CLF

CLG

CLR

CMT

CMU

CO

COL

CONC

CONST

CONT

CONTR

CORR

COVE SV

CPT

CR

CT

CTSK

CUST

CW

D

DBL

DEMO

DF

DIA

DIM

DISP

DN

DR

DS

DTL

DW

DWG

DWR

E

ANCHOR BOLT

ACRYLONITRILE-BUTADIENE-

STYRENE

ASBESTOS CONTAINING MATERIAL

ACOUSTICAL CEILING PANEL

ASPHALT CONCRETE PAVEMENT

ACOUSTICAL TILE

AREA DRAIN

ADJACENT

ADJUSTABLE

ACOUSTICAL DIFFUSION PANEL

ABOVE FINISH FLOOR

AGGREGATE

ALUMINUM

ALTERNATE

ACCORDION PARTITION

ABUSE RESISTANT

ABUSE RESISTANT GYPSUM WALL

BOARD

ARCHITECT (URAL)

ASPHALT TREATED BASE

ACOUSTICAL WALL PANEL

BITUMINOUS

BLINDS

BUILDING

BLOCKING

BEAM

BRICK MASONRY UNIT

BOTTOM

BRICK

BUILT UP ROOFING

CLOCK/SPEAKER

CABINET

CATCH BASIN

CORNER GUARD

CHALKBOARD

CONTROL JOINT

CENTER LINE

CHAIN LINK FENCE

CEILING

CLEAR (ANCE)

CERAMIC MOSAIC TILE

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS/CONTINUATION

CONTRACTOR

CORRIDOR

COVE SHEET VINYL

CARPET

CLASSROOM

CERAMIC TILE

COUNTER SINK

CUSTODIAN

COLD WATER

DEEP

DOUBLE

DEMOLITION

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DISPENSER

DOWN

DOOR

DOWNSPOUT

DETAIL

DISHWASHER

DRAWING

DRAWER

EAST

EA

EF

EIFS

EJ

ELECT

ELEV

EM

EMC

EMH

EP

EPNL

EQ

EQUIP

ER

ESR

EXIST

EXPS

EXT

FA

FCB

FCS

FCP

FD

FDN

FE

FEC

FF

FG

FGP

FH

FIN

FLR

FO

FOF

FOM

FOS

FPP

FR

FRCP

FRP

FRT

FS

FT

FTG

FURR

FW

GA

GALV

GB

GC

GCMU

GL

GLB

GSH

GVL

GWB

HB

HC

HDR

HDWE

HDWD

HM

HORIZ

HR

HT

HVAC

HW

HWH

ID

EACH

EXHAUST FAN

EXT. INSUL. FINISH SYSTEM

EXPANSION JOINT

ELECTRIC (AL)

ELEVATION

ELEVATOR

ENTRY MAT

ELECTRO MAGNETIC CLOSER

ELECTRO MAGNETIC HOLDER

EPOXY PAINT

ELECTRICAL PANEL

EQUAL

EQUIPMENT

EPOXY RESIN

ELASTOMERIC SHEET ROOFING

EXISTING

EXPOSED STRUCTURE

EXTERIOR

FIRE ALARM

FIBER CEMENT BOARD

FIBER CEMENT SIDING

FIBER CEMENT PANELS

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FINISH GRADE

FIRE ALARM GRAPHIC PANEL

FIRE HYDRANT

FINISH (ED)

FLOOR

FACE OF __________

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FOLDING PANEL PARTITION

FALL RESTRAINT

FIBER REINFORCED CEMENT PANEL

FIBER REINFORCE PANEL

FIRE RESISTANT TREATMENT

FIRESTOP(-PING)

FOOT, FEET

FOOTING

FURRING

FOLDING WALL

GAUGE

GALVANIZED

GRAB BAR

GENERAL CONTRACT(OR)

GLAZED CMU

GLASS, GLAZING

GLU-LAM BEAM

GYPSUM SHEATHING

GRAVEL

GYPSUM WALL BOARD

HOSE BIBB

HANDICAP

HEADER

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HANDRAIL

HEIGHT

HEATING, VENTILATING & AIR

CONDITIONING

HOT WATER

HOT WATER HEATER/TANK

INSIDE DIAMETER

INSULATED GLASS

INTERACTIVE MEDIA BOARD

INCLUDE (ED, ING)

INSULATE (D) (ION)

INTERIOR

INTUMESCENT PAINT

IMPACT RESISTANT

IMPACT RESISTANT GYPSUM WALL

BOARD

JOIST

JOINT

KNOCK OUT

KNEE SPACE

LABORATORY

LAMINATE (D)

LAVATORY

LINEAR FOOT (FEET)

LAMINATED GLASS

LEFT HAND

LINOLEUM

LIGHT

MODIFIED ASPHALT ROOFING

MATERIAL

MAXIMUM

MARKER BOARD

MDF

MEDIUM DENSITY OVERLAY

PLYWOOD

MECHANICAL

MANUFACTURE(-R)

MANHOLE

MINIMUM

MIRROR

MISCELLANEOUS

MOISTURE-RESISTANT GYPSUM

WALLBOARD

METAL

MICROWAVE

NORTH

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NON-SKID SHEET VINYL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER / OVERFLOW

DRAIN

OWNER FURNISHED / CONTRACTOR

INSTALLED

OWNER FURNISHED / OWNER

INSTALLED

OVERHEAD / OPPOSITE HAND

OPERABLE PARTITION

OPENING

OPPOSITE

ORIENTED STRAND BOARD

PARALLEL

PARTITION

PROTECTIVE BUMPER GUARD

PEGBOARD (TEMPERED

HARDBOARD)

PRECAST

PERFORATE (D)

PERPENDICULAR

PANIC HARDWARE

PROPERTY LINE / PLATE

PLASTIC LAMINATE

PLYWOOD

PANEL

PLYWOOD

PAIR

PRESSURE TREATED

PROJECTION SCREEN

POUNDS PER SQUARE FOOT

POUND PER SQUARE INCH

PAINT

PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER /

RECEPTACLE

POLYVINYL CHLORIDE (PLASTIC)

PROTECTIVE WALLCOVERING

PROTECTIVE WALL PANELS

QUARRY TILE

RISER

RUBBERIZED ASPHALT

UNDERLAYMENT

RESILIENT BASE

ROOF DRAIN

REFERENCE / REFRIGERATOR

REINFORCE(D)

REQUIRED

RESILIENT TREADS, RISERS, TILE

(LANDINGS)

RIGHT HAND

ROOM

ROUGH OPENING

RIGHT OF WAY

RIGHT

SINK / SOUTH

SEALER/HARDENER

SUSPENDED ACOUSTICAL CEILING

SPECIAL COATING

SCHEDULE (D)

SOUND BLOCK CMU

SOAP DISPENSER

SECTION

SQUARE FOOT (FEET)

SHEATHING

SHOWER

SHEET

SIMILAR (CONDITIONS VARY)

SLOPE

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN RECEPTACLE

SPECIFIED / SPECIFICATIONS

SQUARE

STAINLESS STEEL

STAIN

STAIN & LACQUER

STAIN & VARNISH

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPEND(ED)

SHEET VINYL

TREAD

TOWEL BAR

TILE BACKER BOARD

TACKBOARD

TERPOLYMER COATING

TELEPHONE

TRANSPARENT FINISH

TONGUE & GROOVE

TEMPERED GLASS

THICK

TOP OF _______________

TRANSLUCENT SKYLIGHT PANEL (S)

(ING)

TRANSLUCENT WALL PANEL (S)

(ING)

TOILET TISSUE DISPENSER

TACKABLE WALL PANEL

PRT

PS

PSF

PSI

PT

PTD

PTR

PVC

PWC

PWP

QT

R

RAU

RB

RD

REF

REINF

REQ

RES.T

RH

RM

RO

ROW

RT

S S/H

SAC

SC

SCHED

SCMU

SD

SEC

SF

SH

SHR

SHT

SIM

SL

SND

SNR

SPEC

SQ

SS

ST

ST/L

ST/V

STD

STL

STOR

STRUCT

SUSP

SV

T

TB

TBB

TBD

TC

TEL

TF

TG

TGL

THK

TO

TRSP

TRWP

TTD

TWP

TYPICAL

UNLESS OTHERWISE NOTED

URINAL

VARIES

VAPOR BARRIER/RETARDER

VINYL COMPOSITION TILE

VENEER

VENTED RUBBER BASE

VERTICAL

VERIFY IN FIELD

VENEER PLASTER

VAPOR RETARDER

VARNISH SYSTEM

VINYL WALL COVERING

WEST

WITH

WITHOUT

WOOD / WOOD FLOORING

WIRE GLASS

WINDOW

WIRE MESH

WIRE MESH PARTITION

WATER RESISTANT

WATER RESISTANT GYPSUM WALL

BOARD

WAINSCOT

WELDED WIRE FABRIC

WOVEN WIRE MESH

YARD

TYP

UON

UR

VAR

VB

VCT

VEN

VRB

VERT

VIF

VP

VR

VS

VWC

W W/ W/O

WD

WGL

WIN

WM

WMP

WR

WRGWB

WSCT

WWF

WWM

YD

VICINITY MAP

A keynoting system is used on the drawings for materials, references and notes. Refer to the keynote legend on the drawing for the information which relates to each keynote on the respective drawing. Each keynote consists of a 6-digit number. The 6-digit number relates to the specifications section which generally covers the item that is referenced. The letter suffix does not relate to any corresponding reference letter in the specifications. The organization of the keynoting system on the drawings, with the keynote reference numbers related to the specification sections numbering system, shall not control the contractor in dividing the work among subcontractors or in establishing the extent of the work to be performed by any trade.

The Architect’s current Master List, which includes Keynotes not used on this project, is included in the specifications following Section 014200 - References.

DRAWING KEYNOTING SYSTEM

F.

O

.S

WALL GRID IS ASSOC. W/

NUMBERED GRID RUN

SEQUENTIALLY FROM

WEST TO EAST

LETTERED GRID RUN

SEQUENTIALLY FROM

NORTH TO SOUTH

GRID LINES

GRID LINES SHOWS STRUCTURAL BAYS

ARCHITECTURAL SYMBOLS

ROOM NUMBER NORTH ARROW

ROOF TYPE

WALL TYPE

DOOR NO. WINDOW TYPE LOUVER TYPE

1t

BUILDING SECTION NO.

SHEET WHERE DRAWN

BUILDING SECTION

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL

A

E8W8 S 2

1t

XX

X.XX

XX

X.XX

Room name

150 SF

R-00

PROJECT ADDRESS 200 GWEE-SHUT

SILETZ, OR 97380

GOVERNING CODE

EXISTING ZONING

CLASSIFICATION

BUILDING USE

OCCUPANCY GROUPS

TYPE OF CONSTRUCTION

SEWER DISTRICT

WATER DISTRICT

PROJECT DATA

TAX PARCELS 10-10-10-00-00201-00

OSSC AS ADOPTED BY CTSI

COMMUNITY HEALTH CLINIC AND SUPPORTING

ACCESSORY FUNCTIONS

EXISTING:

B OCCUPANCY, HEALTH CLINIC, OFFICES

A ACCESSORY OCCUPANCY, MEETING

PROPOSED:

EXISTING:

B OCCUPANCY, HEALTH CLINIC, OFFICES

A ACCESSORY OCCUPANCY, MEETING

V-B SPRINKLERED

DEFERRED SUBMITTALS

FIRE SPRINKLER SYSTEM

FIRE ALARM SYSTEM

MEP EQUIPMENT ANCHORAGE, BRACING, SEISMIC DESIGN,

INSTRUMENTATION, AND CONTROLS

LEGAL DESCRIPTION

U.S. LOT 8 AND THE SOUTH ONE-HALF OR U.S. LOT 7, SECTION 10,

TOWNSHIP 10 SOUTH, RANGE 10 WEST, WILLAMETTE MERIDIAN, IN

THE COUNTY OF LINCOLN AND STATE OF OREGON, CONTAINING 29.92

ACRES, MORE OR LESS.

PROJECT DESCRIPTION

PROJECT PROPOSES A RENOVATION AND BUILD-OUT OF

APPROXIMATELY 6750 SF OF EXISTING B OCCUPANCY SHELL

SPACE AT THE BOTTOM PARTIALLY-BASEMENTED FLOOR OF A

3-STORY COMMUNITY HEALTH CLINIC. PROPOSED AREAS

INCLUDE OFFICES FOR VARIOUS PUBLIC HEALTH

DEPARTMENTS AS WELL AS LIMITED CLIENT-FACING CONSULT

AND OFFICE SPACES AND AN ACCESSORY BREAK ROOM AND

MEETING SPACE.

INDEX OF DRAWINGS

SILETZ CHC RENOVATIONSILETZ CHC RENOVATION

CONFEDERATED TRIBES OF SILETZ INDIANS

DRAWING INDEX

01_GENERAL

G0.00 COVER SHEET

G0.01 BUILDING CODE ANALYSIS

G0.02 ADA AND CODE DIAGRAMS

G0.03 BATHROOM DIAGRAMS

G0.05 KITCHEN DIAGRAMS

G1.10 CODE COMPLIANCE PLAN - LEVEL 1

05_DEMOLITION

AD2.10 DEMOLITION FLOOR PLAN - GROUND FLOOR

AD3.10 DEMOLITION REFLECTED CEILING PLAN - GROUND FLOOR

06_ARCHITECTURAL

A1.00 ARCHITECTURAL SITE PLAN

A2.10 FLOOR PLAN - GROUND FLOOR - OVERALL FLOOR PLAN

A3.10 REFLECTED CEILING PLAN GROUND FLOOR

A6.10 INTERIOR ELEVATIONS

A6.60 RESTROOM PLANS AND ELEVATIONS

A7.01 FINISH FLOOR PLAN - GROUND FLOOR

07 MEP

MEP0.00 MEP SCOPE NARRATIVE

D ra w in g Ti tle

Sheet No.

© 2024 SĀJ Architecture, LLC

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BT 26

721 SW Industrial Way Ste. 130 Bend, OR 97702

(541) 330-6506

329 NE Couch St. Ste. 331 Portland, OR 97232

(503) 595-0270

BEND

PORTLAND

SITE

D R A W

IN

G R

EV

IS

IO

N S

D at e

D es cr ip tio n

EXHIBIT B

1.

2.

CHAPTER 3 - OCCUPANCY CLASSIFICATION & USE

304.1 BUSINESS GROUP B

OFFICE

CLINIC, OUTPATIENT

303.1.2 SMALL ASSEMBLY SPACES

STAFF RESPITE, CONFERENCE ROOMS, & STAFF LOUNGE

THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED

AS ASSEMBLY OCCUPANCIES:

A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN

OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY

TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B

OCCUPANCY OR AS PART OF THAT OCCUPANCY.

A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS

LESS THAN 750 SQUARE FEET (70 M2) IN AREA AND ACCESSORY

TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B

OCCUPANCY OR AS PART OF THAT OCCUPANCY.

ASSEMBLY SPACES THAT ARE LESS THAN 750 SQUARE FEET IN

AREA SHALL BE CLASSIFIED ACCESSORY TO BUSINESS

OCCUPANCY.

303.4 GROUP A-3, ACCESSORY OCCUPANCY <10% AREA OF FLOOR

COMMUNITY HALL

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED ON

OCCUPANCY & USE

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREA LIMITATIONS

504 BUILDING HEIGHTS AND NUMBER OF STORIES

THE HEIGHT, IN FEET, AND THE NUMBER OF STORIES OF A

BUILDING SHALL BE DETERMINED BASED ON THE TYPE OF

CONSTRUCTION, OCCUPANCY CLASSIFICATION AND WHETHER

THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

THROUGHOUT THE BUILDING.

504.3 HEIGHT IN FEET

OCCUPANCY B + TYPE V-B CONSTRUCTION + SPRINKLERED 65FT

(ACTUAL HEIGHT: 53 FT (E) – NO CHANGE PROPOSED)

504.4 NUMBER OF STORIES

OCCUPANCY B + TYPE V-B CONSTRUCTION + SPRINKLERED 3

STORIES

(ACTUAL STORIES: 3-STORY (E) – NO CHANGE PROPOSED)

506.2 ALLOWABLE AREA DETERMINATION

OCCUPANCY B + TYPE V-B CONSTRUCTION + SM 27,000 FT

TABULAR

IF = .75 (OPEN FRONTAGE 30 ’ ALL SIDES)

AA = A T + (NS x I F)

AA = 27,000 + (9,000 X .75)

AA = 33,750 SF PER FLOOR UP TO 3 STORIES, 101,250 SF TOTAL

ACTUAL EXISTING FLOOOR AREA:

GROUND FLOOR: 13,258 SF

SECOND FLOOR: 16,258 SF

THIRD FLOOR: 18,000 SF

TOTAL: 45,102 SF – NO CHANGE PROPOSED

508.2 ACCESSORY OCCUPANCIES

ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE

ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR

PORTION THEREOF. ACCESSORY OCCUPANCIES SHALL COMPLY

WITH THE PROVISIONS OF SECTIONS 508.2.1 THROUGH 508.2.4.

508.2.2 ALLOWABLE BUILDING HEIGHT

THE ALLOWABLE HEIGHT AND NUMBER OF STORIES OF THE

BUILDING CONTAINING ACCESSORY OCCUPANCIES SHALL BE IN

ACCORDANCE WITH SECTION 504 FOR THE MAIN OCCUPANCY OF

THE BUILDING.

508.2.3 ALLOWABLE BUILDING AREA

THE ALLOWABLE AREA OF THE BUILDING SHALL BE BASED ON THE

APPLICABLE PROVISIONS OF SECTION 506 FOR THE MAIN

OCCUPANCY OF THE BUILDING. AGGREGATE ACCESSORY

OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF

THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED

AND SHALL NOT EXCEED THE TABULAR VALUES FOR NON

SPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH

ACCESSORY OCCUPANCY.

ACCESSORY SPACES DO NOT EXCEED MORE THAN 10 PERCENT OF

THE AGGREGATE FLOOR AREA.

GROUND FLOOR: 13,258 SF

10% OF AGGREGATE FLOOR AREA: 1,325 SF

XX SF (NET GATHERING SPACE) / 13,258 SF (ACTUAL AREA) = X%

TABLE 508.2.4 SEPARATION OF OCCUPANCIES (HOURS)

NO SEPARATION IS REQUIRED BETWEEN ACCESSORY

OCCUPANCIES AND THE MAIN OCCUPANCY

509 INCIDENTAL USES

NO INCIDENTAL USES PROPOSED

CHAPTER 6 - TYPES OF CONSTRUCTION

TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS (HOURS)

CONSTRUCTION TYPE V-B

PRIMARY STRUCTURAL FRAME 0 HOURS BEARING WALLS

EXTERIOR 0 HOURS

INTERIOR 0 HOURS

NONBEARING WALLS AND PARTITIONS (EXTERIOR) SEE TABLE

705.5 NONBEARING WALLS AND PARTITIONS (INTERIOR) 0 HOURS

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOURS

602.5 TYPE V

TYPE V CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH

THE STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS

ARE OF ANY MATERIALS PERMITTED BY THIS CODE.

1.

1.

2.

3.

4.

1.

2.

CHAPTER 8 - INTERIOR FINISHES

803.1.2 INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN

ACCORDANCE WITH ASTM E84 OR UL 723

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE

CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723. SUCH

INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE

FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD

AND SMOKE- DEVELOPED INDICES.

• CLASS A = FLAME SPREAD INDEX 0 —25; SMOKE-DEVELOPED

INDEX 0 —450.

• CLASS B = FLAME SPREAD INDEX 26 —75; SMOKE-DEVELOPED

INDEX 0 —450.

• CLASS C = FLAME SPREAD INDEX 76 —200; SMOKE-DEVELOPED

INDEX 0 —450.

EXCEPTION: MATERIALS TESTED IN ACCORDANCE WITH SECTION

803.1.1 AND AS INDICATED IN SECTIONS 803.1.3 THROUGH 803.13.

TABLE 803.13 INTERIOR WALL AND CEILING FINSIH REQUIREMENTS

BY OCCUPANCY GROUP B, BUSINESS

INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS

B

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND

RAMPS C ROOMS AND ENCLOSED SPACES C

GROUP A-3, ASSEMBLY ACCESSORY OCCUPANCY

INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS

B

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND

RAMPS B ROOMS AND ENCLOSED SPACES C

CHAPTER 9 - FIRE PROTECTION SYSTEMS

AN EXISTING AUTOMATIC SPRINKLER SYSTEM IS PROVIDED

THROUGHOUT THE BUILDING, PER SECTION 903.

CHAPTER 10 - MEANS OF EGRESS

1004.2.1 INTERVENING SPACES OR ACCESSORY AREAS

WHERE OCCUPANTS EGRESS FROM ONE OR MORE ROOMS, AREAS

OR SPACES THROUGH OTHERS, THE DESIGN OCCUPANT LOAD

SHALL BE THE COMBINED OCCUPANT LOAD OF INTERCONNECTED

ACCESSORY OR INTERVENING SPACES. DESIGN OF EGRESS PATH

CAPACITY SHALL BE BASED ON THE CUMULATIVE PORTION OF

OCCUPANT LOADS OF ALL ROOMS, AREAS OR SPACES TO THAT

POINT ALONG THE PATH OF EGRESS TRAVEL.

TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT

ACCESSORY STORAGE AREAS 300 GROSS

ASSEMBLY WITHOUT FIXED SEATS

• UNCONCENTRATED (TABLES AND CHAIRS) 15 NET

• CONCENTRATED (CHAIRS ONLY) 7 NET

• STANDING SPACE 5 NET

BUSINESS AREAS (CONCENTRATED) 150 GROSS

EDUCATIONAL (VOCATIONAL) 50 NET

INSTITUTIONAL (OUTPATIENT) 100 GROSS

1004.9 POSTING OF OCCUPANT LOAD

EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL

HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A

CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS

DOORWAY FROM THE ROOM OR SPACE, FOR THE INTENDED

CONFIGURATIONS. POSTED SIGNS SHALL BE OF AN APPROVED

LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE

OWNER OR THE OWNER'S AUTHORIZED AGENT.

1005 MEANS OF EGRESS SIZING

ALL PORTIONS OF THE MEANS OF EGRESS SYSTEM SHALL BE

SIZED IN ACCORDANCE WITH THIS SECTION.

EXCEPTIONS:

AISLES AND AISLE ACCESSWAYS IN ROOMS OR SPACES USED

FOR ASSEMBLY PURPOSES COMPLYING WITH SECTION 1030.

1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH

OF EGRESS TRAVEL DISTANCE

TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL

BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE

COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE

VALUES LISTED IN TABLE 1006.2.1. THE CUMULATIVE OCCUPANT

LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE

DETERMINED IN ACCORDANCE WITH SECTION 1004.2.

EXCEPTIONS:

THE NUMBER OF EXITS FROM FOYERS, LOBBIES, VESTIBULES

OR SIMILAR SPACES NEED NOT BE BASED ON CUMULATIVE

OCCUPANT LOADS FOR AREAS DISCHARGING THROUGH SUCH

SPACES, BUT THE CAPACITY OF THE EXITS FROM SUCH SPACES

SHALL BE BASED ON APPLICABLE CUMULATIVE OCCUPANT

LOADS.

THIS EXCEPTION DOES NOT APPLY.

UNOCCUPIED MECHANICAL ROOMS AND PENTHOUSES ARE NOT

REQUIRED TO COMPLY WITH THE COMMON PATH OF EGRESS

TRAVEL DISTANCE MEASUREMENT.

THIS EXCEPTION DOES NOT APPLY.

TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

OCCUPANCY MAX OCC. LOAD OF SPACE MAX COMMON P.O.E.T.

ASSEMBLY 49 75 FT

BUSINESS 49 100 FT

1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS

WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS

STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE

REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL

BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-

HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL

DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED

IN A STRAIGHT LINE BETWEEN THEM. INTERLOCKING OR SCISSOR

STAIRWAYS SHALL BE COUNTED AS ONE EXIT STAIRWAY.

EXCEPTIONS:

THIS EXCEPTION DOES NOT APPLY.

WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH

SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE

SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE

MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA

SERVED.

1008 MEANS OF EGRESS ILLUMINATION

1008.1 MEANS OF EGRESS ILLUMINATION

ILLUMINATION SHALL BE PROVIDED IN THE MEANS OF EGRESS IN

ACCORDANCE WITH SECTION 1008.2. UNDER EMERGENCY POWER,

MEANS OF EGRESS ILLUMINATION SHALL COMPLY WITH SECTION

1008.3.

1008.2 ILLUMINATION REQUIRED

THE MEANS OF EGRESS SERVING A ROOM OR SPACE SHALL BE

ILLUMINATED AT ALL TIMES THAT THE ROOM OR SPACE IS

OCCUPIED.

1.

2.

1.

2.

1.

2.

3.

4.

5.

1008.2.1 ILLUMINATION LEVEL UNDER NORMAL POWER

THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL BE NOT LESS

THAN 1 FOOTCANDLE (11 LUX) AT THE WALKING SURFACE. ALONG

EXIT ACCESS STAIRWAYS, EXIT STAIRWAYS AND AT THEIR

REQUIRED LANDINGS, THE ILLUMINATION LEVEL SHALL NOT BE

LESS THAN 10 FOOTCANDLES (108 LUX) AT THE WALKING SURFACE

WHEN THE STAIRWAY IS IN USE.

1008.3 EMERGENCY POWER FOR ILLUMINATION

THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL

NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY.

1008.3.1 GENERAL

IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS AND SPACES

THAT REQUIRE TWO OR MORE EXITS OR ACCESS TO EXITS, AN

EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE

ALL OF THE FOLLOWING AREAS:

3. EXIT ACCESS STAIRWAYS AND RAMPS.

1008.3.2 BUILDINGS

IN THE EVENT OF POWER SUPPLY FAILURE IN BUILDINGS THAT

REQUIRE TWO OR MORE EXITS OR ACCESS TO EXITS, AN EMERGENCY

ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE

FOLLOWING AREAS:

4. VESTIBULES AND AREAS ON THE LEVEL OF DISCHARGE USED FOR

EXIT DISCHARGE IN ACCORDANCE WITH SECTION 1028.2.

1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED

ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THIS

SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT

LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE

THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTION 1006.2 OR

1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION

OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO

ACCESSIBLE MEANS OF EGRESS.

1010 DOORS, GATES, AND TURNSTILES

1010.1.1.1 PROJECTIONS INTO CLEAR OPENING

THERE SHALL NOT BE PROJECTIONS INTO THE REQUIRED CLEAR

OPENING WIDTH LOWER THAN 34 INCHES (864 MM) ABOVE THE

FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING

WIDTH BETWEEN 34 INCHES (864 MM) AND 80 INCHES (2032 MM)

ABOVE THE FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (102

MM).

EXCEPTION : DOOR CLOSERS, OVERHEAD DOOR STOPS, POWER

DOOR OPERATORS, AND ELECTROMAGNETIC DOOR LOCKS SHALL

BE PERMITTED TO BE 78 INCHES (1980 MM) MINIMUM ABOVE THE

FLOOR.

1010.1.3 FORCES TO UNLATCH AND OPEN DOORS

THE FORCES TO UNLATCH DOORS SHALL COMPLY WITH THE

FOLLOWING:

WHERE DOOR HARDWARE OPERATES BY PUSH OR PULL, THE

OPERATIONAL FORCE TO UNLATCH THE DOOR SHALL NOT

EXCEED 15 POUNDS (67 N).

WHERE DOOR HARDWARE OPERATES BY ROTATION, THE

OPERATIONAL FORCE TO UNLATCH THE DOOR SHALL NOT

EXCEED 28 INCH-POUNDS (315 N-CM).WHERE DOOR HARDWARE

OPERATES BY ROTATION, THE OPERATIONAL FORCE TO

UNLATCH THE DOOR SHALL NOT EXCEED 28 INCH-POUNDS (315

N-CM).

THE FORCE TO OPEN DOORS SHALL COMPLY WITH THE

FOLLOWING:

FOR INTERIOR SWINGING EGRESS DOORS THAT ARE MANUALLY

OPERATED, OTHER THAN DOORS REQUIRED TO BE FIRE RATED,

THE FORCE FOR PUSHING OR PULLING OPEN THE DOOR SHALL

NOT EXCEED 5 POUNDS (22 N).

FOR OTHER SWINGING DOORS, SLIDING DOORS OR FOLDING

DOORS, AND DOORS REQUIRED TO BE FIRE RATED, THE DOOR

SHALL REQUIRE NOT MORE THAN A 30- POUND (133 N) FORCE

TO BE SET IN MOTION AND SHALL MOVE TO A FULL-OPEN

POSITION WHEN SUBJECTED TO NOT MORE THAN A 15-POUND

(67 N) FORCE.

1013 EXIT SIGNS

1013.1 WHERE REQUIRED

EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN

APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF

EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND

WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS

TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN

CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT

IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS

OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT

SIGNS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT ANY POINT IN

AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS WITHIN 100

FEET (30 480 MM) OR THE LISTED VIEWING DISTANCE OF THE SIGN,

WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN.

EXCEPTIONS:

EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS THAT

REQUIRE ONLY ONE EXIT OR EXIT ACCESS.

MAIN EXTERIOR EXIT DOORS OR GATES THAT ARE OBVIOUSLY

AND CLEARLY IDENTIFIABLE AS EXITS NEED NOT HAVE EXIT

SIGNS WHERE APPROVED BY THE BUILDING OFFICIAL.

THIS EXCEPTION DOES NOT APPLY.

THIS EXCEPTION DOES NOT APPLY.

THIS EXCEPTION DOES NOT APPLY.

1013.4 RAISED CHARACTER & BRAILLE SIGNS

WHERE EXIT SIGNS ARE PROVIDED AT AN AREA OF REFUGE WITH

DIRECT ACCESS TO A STAIRWAY, AN EXTERIOR AREA FOR

ASSISTED RESCUE, AN EXIT STAIRWAY OR RAMP,…