B01_Attachment_J-03_ARCHITECTURAL_100_.pdf

Attachment J-03

SPECIFICATION MANUAL

VOLUME 1 of 4

ARCHITECTURAL

White Buffalo Clinic &

Verne E. Gibbs Health Center Renovation Poplar, Montana 59255

IHS #19-102-SOL-00026

Architect #1637

Attachment J-03

ARCHITECT #1637

DATE:

April 17, 2019

FORT PECK SERVICE UNIT

White Buffalo Clinic & Verne E. Gibbs Renovation

IHS #19-102-SOL-00026

Poplar, Montana 59255

ARCHITECT:

SDI Architects & Design

909 Main Street Miles City, MT 59301

(406) 234 0777 (phone)

(406) 234 8777 (fax) bjanshen@sdiarch.com mailto:bjanshen@sdiarch.com

00 00 04 - Index

00 00 04 - Index

00 10 00 SUPPLEMENTAL INSTRUCTIONS TO OFFERORS

00 31 00 SUBCONTRACTOR & SUPPLIER LIST

DIVISION 01 – GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 23 00 ALTERNATES

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS

01 91 13 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

02 30 00 SUBSURFACE INVESTIGATION

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 11 00 CONCRETE FORMING

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 21 13 BRICK MASONRY

04 43 20 THIN SANDSTONE VENEER MASONRY

DIVISION 05 – METALS

05 12 23 STRUCTURAL STEEL FOR BUILDINGS

05 21 00 STEEL JOIST FRAMING & DECKING

05 50 00 METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTICS, & COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 00 ARCHITECTURAL WOOD CASEWORK

DIVISION 07 – THERMAL & MOISTURE PROTECTION

07 13 25 MEMBRANE WATERPROOFING

07 21 00 THERMAL INSULATION

07 40 00 ROOFING & SIDING PANELS

07 53 00 ELASTOMERIC MEMBRANE ROOFING

07 60 00 FLASHING & SHEET METAL

07 90 00 JOINT PROTECTION

DIVISION 08 – OPENINGS

08 11 00 METAL DOORS

08 12 13 HOLLOW METAL FRAMES

08 14 00 WOOD DOORS

08 30 00 SPECIALTY DOORS & FRAMES

08 41 00 ENTRANCES & STOREFRONTS

08 52 01 CLAD WOOD MONUMENTAL WINDOWS

08 58 00 ALUMINUM SLIDING SERVICE WINDOW

08 62 00 UNIT SKYLIGHTS

08 70 00 HARDWARE

08 71 13 AUTOMATIC DOOR OPERATORS

08 80 00 GLAZING

DIVISION 09 – FINISHES

09 10 00 LIGHT GAUGE FRAMING SYSTEM

09 29 00 GYPSUM BOARD

00 00 04 - Index

09 30 00 TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTING & COATING

DIVISION 10 – SPECIALTIES

10 10 00 SPECIALTIES

DIVISION 11 – EQUIPMENT

11 70 00 MEDICAL EQUIPMENT

DIVISION 12 – FURNISHINGS

12 20 00 WINDOW TREATMENTS

12 50 00 FURNITURE

DIVISION 13 – SPECIAL CONSTRUCTION

13 49 00 RADIATION PROTECTION

DIVISIONS 21-22 – FIRE SUPPRESSION AND PLUMBING

SEE VOLUME #2

DIVISION 23 – HEATING, VENTILATING, & AIR-CONDITIONING (HVAC)

SEE VOLUME #3

DIVISIONS 26-28 – ELECTRICAL

SEE VOLUME #4

DIVISION 31 – EARTHWORK

31 23 00 EXCAVATION & FILL

SEE CIVIL & LANDSCAPE DRAWINGS

DIVISION 32 – EXTERIOR IMPROVEMENTS

SEE CIVIL & LANDSCAPE DRAWINGS

APPENDIX A

00 10 00 - Supplemental Instructions to Offerors

00 10 00 - Supplemental Instructions to Offerors 1

OWNER-CONTRACTOR CONTRACT: Issued separately by the Owners. Requirements and references 3 therein are incorporated into the Construction Documents. 4

OFFEROR'S REPRESENTATION: Each Offeror, by making their offer, represents that: 6

A. They have read and understand the Construction Documents and their offer is made in7 accordance.8

B. They have visited the site and have familiarized themselves with the existing building, and all9 other conditions under which the Work is to be performed.10

C. Their offer is based upon the materials, systems and equipment described in the Construction11 Documents without exceptions.12

PRE-PROPOSAL WALKTHROUGH: A pre-proposal walkthrough of the project will be conducted and 14 scheduled by the Architect on Wednesday, May 1, 2019 @ 8:00AM. While attendance is not mandatory, 15 the lack of inspection of the conditions under which the Contract will be performed will be a consideration 16 in award of bids and review of sub-contractors. Walkthrough will begin at Greet the Dawn – Auditorium 17 (605 Indian Avenue, Poplar, MT 59255). 18

AMENDMENTS: Amendments will be issued to all that are known by the Architect to have received a 20 complete set of Construction Documents. Each Offeror will ascertain prior to submitting their Offer that 21 they received all Amendments issued. 22

NON-PROPRIETARY SPECIFICATIONS: References in the specifications and plans to equipment, 24 material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as 25 establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, 26 at its option, use any equipment, material, article, or process that, in the judgment of the Contracting 27 Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract. 28 Exceptions: 29

A. See § 11 70 00 - Medical Equipment30 B. See MEP for AUTOMATED LOGIC WebCTRL temperature controls31

SPECIAL PRICING: The Owners are able to extend government pricing on materials, products, and 33 equipment utilized throughout the project. Reference FAR 52.251-1 Government Supply Sources for 34 more information and coordinate with the IHS Contracting Officer on how to obtain access. 35

PERMITS, ORDINANCES: General construction permits or certificates are NOT required by local 37 authorities having jurisdiction over the Work. Contractor is to comply with all TERO, Federal, State, and 38 Local ordinances applicable to the Work. Sub-Contractors are responsible for obtaining and paying for 39 permits or certificates required for their work, such as electrical or plumbing permits. 40

TERO Contact: Barry Bighorn, Director 42

Fort Peck TERO 43 501 Medicine Bear Road 44 Poplar, MT 59255 45 406-768-246146

LIFE SAFETY CODE: Compliance with NFPA 101, 2012 Edition is mandatory. 48

END OF SUPPLEMENTAL INSTRUCTIONS TO OFFERORS 50

April 12, 2019

FPSU - White Buffalo Clinic and Verne E. Gibbs Renovation

POPLAR, MONTANA

SUBCONTRACTORS: The offer is based on using the following subcontractors and suppliers.

TRADE NAME CITY PHONE

ATTENDED

WALK

THROUGH?

Asbestos Abatement

Demolition

Concrete

Masonry

Steel Supply

Carpentry

Cabinets & Millwork

Roofing

Doors & Hardware Supply

Specialty Doors & Frames

Entrances & Storefronts

Windows

Skylights

Gypsum Board & Taping

Flooring

Tiling

Acoustical Ceilings

Painting

Specialties

Medical Equipment

Furnishings

Fire Suppression

Plumbing

HVAC

01 00 00 - General Requirements

01 00 00 - General Requirements 1

RELATED WORK NOT IN CONTRACT: Items indicated on Drawings as “N.I.C.” (Not in Contract), By 3 Owner, or By Others as noted on Drawings. 4 LOCATE CALL: In addition to requesting local utilities to locate underground utilities and per MCA 69-4-6 501 to 506 the contractor is required by State Law to notify a One-Call location service before all 7 underground excavation. Notification must be received at least TWO (2) working days prior to 8 excavation. Call 1-800-424-5555. 9 LINES & LEVELS: Before starting Work, locate all general reference points. Take such steps as are 11 necessary to prevent their dislocation or destruction. If disturbed or destroyed, replace as directed. For 12 additions and alterations confirm existing construction and measurements and make adjustment for 13 variations. 14 SPECIFICATIONS: Grouping of data in the specifications is for the convenience of the Contractor and 16 conforms roughly to customary trade practice. The Architects are not bound to define the limits of any 17 sub-contract. 18 PRIOR USE AND OCCUPANCY: The Owner reserves the right to use or occupy any part of the building 20 or to use equipment installed under the Contract, prior to final acceptance. Such use or occupancy shall 21 not constitute acceptance of the work or any parts thereof. 22 MANUFACTURER'S DIRECTIONS: Manufactured articles, materials and equipment shall be applied, 24 installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer unless 25 herein specified to the contrary. 26 PROJECT WEB SITE: General Contractor to host a Project Web site for purposes of managing project 28 communication and documentation until Final Completion. Project Web site shall include the following 29 functions: 30

1. Project directory. 31

2. Project correspondence. 32

3. Meeting minutes. 33

4. Contract modifications forms and logs. 34

5. RFI forms and logs. 35

6. Task and issue management. 36

7. Photo documentation. 37

8. Schedule and calendar management. 38

9. Submittals forms and logs. 39

10. Payment application forms. 40

11. Drawing and specification document hosting, viewing, and updating. 41

12. Online document collaboration. 42

13. Reminder and tracking functions. 43

14. Archiving functions. 44

Provide up to seven Project Web site user licenses for use of the Owner, Architect, and Architect's 46 consultants. Provide four hours of software training for Project Web site users. 47 On completion of Project, provide one complete archive copy(ies) of Project Web site files to Owner and 49 to Architect in a digital storage format acceptable to Architect. 50 Provide the following Project Web site software packages under their current published licensing 52 agreements: ProCore or approved equal. 53

SUBMITTALS: 55

A. The Contractor shall submit to the Architect, for approval, any Shop Drawing, Product Data, 56 and/or Samples as may be required for the construction of any part of the Work. Any Work that is 57 done, or material ordered prior to the approval of such information, shall be at the Contractor's 58 risk. Provide physical samples whenever a color or finish selection is required and as specified in 59 associated Sections. 1 B. Submit to the General Contractor in the amount and format desired. Upon their stamped 2 approval, they will be forwarded to the Architect's office. Following the review of the Architect and 3 their Consultant, the Submittals will be returned to the General Contractor marked NO 4 EXCEPTIONS TAKEN, MAKE CORRECTIONS NOTED, or if necessary, REVISE & RESUBMIT. 5 Note: Electronic submittals are accepted, but will be returned in the format received. 6

C. Approval of Submittals will be general and shall not relieve the Contractors from the responsibility 7 for proper fitting and construction of the Work, nor from furnishing material and work required by 8 the Contract which may not be indicated on the Submittal when approved. The approval of the 9 Submittal shall not be construed as allowing departures from the plans and specifications, 10 building codes, or other rules and regulations governing installation of materials. 11

D. Upon the Contractor’s request, or at the Architect’s discretion, a sample list of necessary, project-12 specific submittals will be made available at the beginning of the project. 13

OPERATION AND MAINTENANCE MANUAL: Per the Substantial Completion Procedures provide 15 Operation and Maintenance (O&M) Manuals as follows: 16

A. Physical Copy (Provide ONE) 17

a. Directory: Prepare a single, comprehensive directory of emergency, operation, and 18 maintenance information and materials, listing items and their location to facilitate ready 19 access. 20

b. Organization: 21

i. Title Page, to include: 22

1. Subject manner included in the Manual. 23

2. Name and address of Project. 24

3. Name and address of Owner. 25

4. Date of submittal. 26

5. Name and contact information of the Contractor. 27

6. Name and contact information of the Architect. 28

7. Name and contact information for major Consultants to the Architect that 29 designed the systems contained in the manuals. 30

ii. Table of Contents 31

1. List each product included in the manual, identified by product name, 32 indexed to the content of the volume, and cross referenced to 33 Specification Section number. 34

iii. Manual Contents 35

1. Organize into sets of manageable size and arrange content by 36

Specification Section, system, subsystem, and equipment. Include 37 updated shop drawings and/or product submittals wherever applicable. 38

c. Physical copy is to be bound in a heavy-duty, three-ring binder with Division dividers. 39

i. Identify each binder on the front and spine with printed title “OPERATION AND 40

MAINTENANCE MANUAL” and associated indicator if multiple volumes are 41 needed. 42

ii. Oversize drawings are to be neatly folded to fit with inside the binder. 43 B. Digital Copy (Provide ONE) 44

a. Fully organized and indexed similar to the physical copy issued on a CD, DVD, or flash 45 drive. 46

C. Types of Manuals 47

a. Emergency Manuals 48

i. Content 49

1. Type of Emergency: Where applicable for each type of emergency 50 indicated below, include instructions and procedures for each system, 51 subsystem, piece of equipment, and component: 52

a. Fire. 53

b. Flood. 54

c. Gas leak. 55

d. Water leak. 56

e. Power failure. 57

f. Water outage. 58

g. System, subsystem, or equipment failure. 59

h. Chemical release or spill. 1

2. Emergency Instructions: Describe and explain warnings, trouble 2 indications, error messages, and similar codes and signals. Include 3 responsibilities of Owner’s operating personnel for notification of Installer, 4 supplier, and manufacturer to maintain warranties. 5

3. Emergency Procedures: Include the following, as applicable: 6

a. Instructions on stopper. 7

b. Shutdown instructions for each type of emergency. 8

c. Operating instructions for conditions outside normal operating 9 limits. 10

d. Requires sequences for electric or electronic systems. 11

e. Special operating instructions and procedures. 12

b. Operation Manuals 13

i. Content 14

1. System, subsystem, and equipment descriptions. Use designations for 15 systems and equipment indicated on Contract Documents. 16

2. Performance and design criteria if Contractor is delegated design 17 responsibility. 18

3. Operating standards, procedures, and logs. 19

4. Wiring, control, and piped system diagrams. 20

5. Precautions against improper use. 21

6. License requirements including inspection and renewal dates. 22

ii. Descriptions 23

1. Product name and model number. Use designations for systems and 24 equipment indicated on Contract Documents. 25

2. Manufacturer’s name. 26

3. Equipment identification with serial number of each component. 27

4. Equipment function. 28

5. Operating characteristics. 29

6. Limiting conditions. 30

7. Performance curves. 31

8. Engineering data and tests. 32

9. Complete nomenclature and number of replacement parts. 33

iii. Operating Procedures 34

1. Startup procedures. 35

2. Equipment or system break-in procedures. 36

3. Routine and normal operating instructions. 37

4. Regulation and control procedures. 38

5. Instruction son stopping. 39

6. Normal shutdown instructions. 40

7. Seasonal and weekend operating instructions. 41

8. Required sequences for electric or electronic systems. 42

9. Special operating instructions and procedures. 43

iv. Systems and Equipment Controls: Describe the sequence of operation and 44 diagram controls as installed. 45

v. Piped Systems: Diagram piping as installed and identify color-coding where 46 required for identification. 47

c. Product Maintenance Manuals 48

i. Content: Organize manual into a separate section for each product, material, and 49 finish. Include source information, product information, maintenance procedures, 50 repair materials and sources, and warranties and bonds, as described below. 51

ii. Source Information: List each product included in manual, identified by product 52 name and arranged to match manual’s table of contents. For each product, list 53 name, address, and telephone number of Installer or supplier and maintenance 54 service agent, and cross-reference Specification Sections. 55

iii. Product Information: Include the following, as applicable: 56

1. Product name and model number. 57

2. Manufacturer’s name. 58

3. Color, pattern, and texture. 59

4. Material and chemical composition. 1

5. Reordering information for specially manufactured products. 2

iv. Maintenance Procedures: Include manufacturer’s written recommendations and 3 the following: 4

1. Inspection procedures. 5

2. Types of cleaning agents to be used and methods of cleaning. 6

3. List of cleaning agents and methods of cleaning detrimental to product. 7

4. Schedule for routine cleaning and maintenance. 8

5. Repair instructions 9

v. Repair Materials and Sources: Include lists of materials and local sources of 10 materials and related services. 11

vi. Warranties and Bonds: Include copies of warranties and bonds and lists of 12 circumstances and conditions that would affect validity of warranties or bonds. 13

d. Systems and Equipment Maintenance Manuals 14

i. Content: For each system, subsystem, and piece of equipment not part of a 15 system, include source information, manufacturers’ maintenance documentation, 16 maintenance procedures, maintenance and service schedules, spare parts list 17 and source information, maintenance and service contracts, and warranty and 18 bond information, as described below. 19

ii. Source Information: List each system, subsystem, and piece of equipment 20 included in manual, identified by product name and arranged to match manual’s 21 table of contents. For each product, list name, address, and telephone number 22 of Installer or supplier and maintenance service agent, and cross-reference 23 Specification Sections. 24

iii. Manufacturer’s Maintenance Documentation: Include the following for each 25 component part or piece of equipment: 26

1. Standard maintenance instructions and bulletins. 27

2. Drawings, diagrams, and instructions required for maintenance, including 28 disassembly and component removal, replacement, and assembly. 29

3. Identification and nomenclature of parts and components. 30

4. List of items recommended to be stocked as spare parts. 31

iv. Maintenance Procedures: Include the following information and items that detail 32 essential maintenance procedures: 33

1. Test and inspection instructions. 34

2. Troubleshooting guide. 35

3. Precautions against improper maintenance. 36

4. Disassembly, component removal/repair/replacement, and reassembly 37 instructions. 38

5. Aligning, adjusting, and checking instructions. 39

6. Demonstration and training video recording, if available. 40

v. Maintenance and Service Schedules: Include maintenance and service 41 requirements, list or required products for equipment, and separate schedules for 42 preventive and routine maintenance and service with standard time allotment. 43

vi. Spare Parts List and Source Information: Include lists of replacement and repair 44 parts, with parts identified and cross-referenced to manufacturers’ maintenance 45 documentation and local sources of maintenance materials and related services. 46

vii. Maintenance Service Contracts: Include copies of maintenance agreements with 47 name and telephone number of service agent. 48

viii. Warranties and Bonds: Include copies of warranties and bonds and lists of 49 circumstances and conditions that would affect validity of warranties and bonds. 50

CONTRACTOR AND SUBCONTRACTOR WORKER'S COMPENSATION INSURANCE: 52

The Contractor is required to procure and maintain Worker's Compensation Insurance for his employees. 53 The Contractor shall require all Sub-Contractors similarly to provide Worker's Compensation Insurance. 54 In case any class of employees engaged in work under this contract is not protected or exempt under the 55 Workers' Compensation Statute, the Contractors shall provide and cause each Sub-Contractor to provide 56 adequate employer's General Liability Insurance for the protection of such of his employees that are not 57 otherwise protected. 58

PERMITS, ORDINANCES: General construction permits or certificates are NOT required by local 1 authorities having jurisdiction over the Work. Contractor is to comply with all TERO, Federal, State, and 2 Local ordinances applicable to the Work. Sub-Contractors are responsible for obtaining and paying for 3 permits or certificates required for their work, such as electrical or plumbing permits. 4

TERO Contact: Barry Bighorn 6 501 Medicine Bear Road 7 Poplar, MT 59255 8 406-768-2461 9

CUTTING AND PATCHING: Cutting and patching work will be paid for by the Sub-Contractor requiring 11 the Work to the General Contractor. Does not apply to work not included in Contract. 12 TESTS: The Architect will pay for tests and inspections they feel necessary for quality assurance, other 14 than those normally required by Public Authorities or unless otherwise specified. The Contractor shall, at 15 his expense, furnish samples for all tests and deliver them to the Testing Agency when and where 16 directed by the Architect. Contractor will pay costs of failed tests. Contractor remains responsible for 17 tests and inspections they feel necessary to provide quality control of their Work. 18 QUALITY CONTROL: The General Contractor will be responsible for Quality Control of their Work and 20 their subcontractor’s Work through their Superintendent who shall continuously monitor the Project. 21 LAYOUT CONTROL: Layout will be the Superintendent’s responsibility. The Benchmarks given on the 23 Site Plan will be the vertical elevation that all other elevations are set in relation to. Do not use other 24 control points for establishing elevation unless they are set on site using conventional methods. Prior to 25 doing any of the Work, the Contractor shall confirm that design elevations provide positive drainage and 26 meet ADA requirements as required. The Contractor shall also confirm that grades intended to match or 27 blend into existing are meeting the design intentions. If a discrepancy occurs, or if there are any potential 28 concerns, the Contractor is to notify the Architect prior to any other Work being done. 29 SPECIAL INSPECTIONS: General Contractor shall notify the Architect 48 hours prior to operations 31 requiring inspection by IBC Sec. 1704. Inspections are required, but not limited to, on the following: 32

A. Concrete: Placing and test sampling 33 B. Reinforcing Steel: Placement 34 C. Welding: Structural and re-bar 35 D. Special Earthwork: Excavation & Engineered Fill 36

GUARANTEES AND WARRANTIES: Contractor is to provide a (1) ONE YEAR guarantee/warranty on all 38 Work under this Contract. This date corresponds to one year after the substantial completion date. 39 Throughout the Specifications, certain work or materials will have longer warranty or guarantee periods; 40 provide written warranties or guarantees on these items before final payment. 41 TEMPORARY FACILITIES: By General Contractor (unless noted otherwise) 43 A. Water: Mechanical Contractor to lay the permanent water service to the building site, provide a 45 temporary hydrant and pay all costs. 46 B. Temporary Power: Electrical Contractor to furnish temporary meter, disconnect, and 4-way GFCI 47 outlet on pole in a location indicated by the General Contractor. When able to use permanent panels 48 and outlets inside, provide temporary power inside building at convenient locations. Each trade will 49 be responsible for own temporary lighting. Make arrangements for temporary electric service and 50 pay expenses thereof. General Contractor to pay for all power consumed. 51

C. Toilet: Provide and maintain sanitary temporary exterior toilet where directed, ultimate removal as 52 directed. Set a temporary water closet within the building when possible, to be replaced with 53 permanent fixture when directed. 54

D. Field Office: Provide substantial weathertight office building on premises where directed. Remove 55 building from site on completion of Contract, or sooner if directed. Field office building may be a 56 trailer. 57

E. Telephone: Contractor shall install a job telephone at his expense. Phone may be a cell phone, but 58 either way there must be a means of contacting someone on-site during construction hours. 59

F. Cold Weather Protection: Heating required before the building is enclosed shall be furnished by 1 each Contractor or Sub-Contractor requiring same with heating units of approved types. Equipment 2 and surroundings kept in clean and safe condition. 3

G. Temporary Heat: Heating required after the building is enclosed and until the Certificate of 4 Substantial Completion is signed. The building is considered enclosed when it is roofed and has 5 protection at openings which will provide reasonable heat retention. Furnish all fuel and power for 6 heating during “Temporary Heat” period; furnish labor and supervision as necessary and be 7 responsible for its operation. Maintain 50 – 70 degrees during the working hours. At all other times 8 the temperature in all parts of the building shall be kept above freezing or as required for certain 9 materials. Once the building is enclosed use only vented heating devices, open salamanders or 10 similar moisture producing devices are not permitted. Use of the permanent heating system is 11 strictly prohibited until the taping portion of the work, or any other dust producing activity, is 12 completed. Refer to Mechanical specifications for other limitations on use of equipment. Thoroughly 13 clean all heating equipment, fans, ductwork, coils, etc. and replace all filters before final acceptance. 14

H. Temporary Stairs, Ladders, Ramps, Runways and Scaffolding: Furnish and maintain, as required by 15 all trades. Assess others on basis of use. Such apparatus, equipment and construction to meet 16 requirements of labor laws OSHA and other State or Local laws. 17

I. Temporary Fire Protection: Contractor shall provide and maintain fire extinguishers, fire hoses and 18 other equipment necessary for fire protection during construction. 19

J. Construction Fencing & Traffic Control: Contractor shall provide chain-link panelized construction 20 fencing minimum 6’ high as required to secure construction from the Public and allow access. 21 Provide barriers and signage on adjacent streets and parking areas outside the construction fence as 22 required to safely control traffic. 23

K. Protection of Work-In-Place: Work-in-place that is subject to injury because of operations, weather, 24 heat, cold, wind, etc. shall be covered, boarded-up or substantially enclosed with adequate 25 protection. 26

L. Dust Control: See Section 02 41 00 - Demolition and Appendix for requirements. 27 M. Temporary Exit Facilities: This Work may block or otherwise interrupt existing exits which need to be 28 maintained at any time there is not active Work involving the exit path. Provide smooth plywood 29 ramps and/or steps with rails and cover as required to allow safe emergency exiting to a point 30 beyond the Work area. Maintain 44” minimum clear width and design systems for 100 psf loading. 31

PROTECTION OF EXISTING GROUNDS: Provide and make use of landing pads, sheeting and other 33 support systems and materials to prevent damage and rutting existing landscaped areas and walks and 34 drives. Any such damage shall be fully repaired to the satisfaction of the Architect and Owner, including 35 grades, plant materials, sprinkler systems, and walks and drives. 36 CLEANING: Upon completion, the Contractor shall leave building in a clean condition including, but not 38 limited to, the following items: 39

A. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including 40 landscape development areas, of rubbish, waster material, litter, and other foreign substances. 41

B. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, 42 films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. 43 Restore reflective surfaces to their original condition. 44

C. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, 45 trenches, equipment vaults, manholes, attics, crawlspaces, and similar spaces. 46

D. Sweep concrete floors broom clean in unoccupied spaces. 47 E. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to 48 manufacturer’s recommendations if visible soil or stains remain. 49 F. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water 50 exposure. 51 G. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of 52 diffusers, registers, and grilles. 53 H. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. 54 I. Clean all casework, cabinetry, furnishings, or similar items inside and out. 55 J. Leave Project clean and ready for occupancy. 56

PROJECT SIGN (As Designated by Architect): 58 3/4 inch MDO plywood, 4' X 8' size. Employ expert sign maker to letter the following with vinyl letters on a 59 painted background: Project, Owner, Architect, and General Contractor. Secure signboard to nominal 4” 1 X 4” wood posts set 4 ft. into ground. Place no other signs or advertisements on the premises. 2

PROJECT RECORD (AS-BUILT) DOCUMENTS: 4

The General Contractor will keep one set of drawings on the site to be used exclusively for recording ANY 5 changes made to the original drawings by all trades. These changes will be at the time the changes are 6 made by the trade making the change. This set of drawings will be delivered to the Architect at 7 completion of the project and before final payment is made. 8

A. Copies: Submit ONE set of marked up record documents and ONE digital copy of the scanned 10 record documents. 11

B. Preparation: Mark record documents to show the actual installation where installation varies from 12 that shown originally. Provide information as needed to relay the extents of the variation. 13

a. Give particular attention to information on concealed elements that would be difficult to 14 identify or measure and record later. 15

b. Record data as soon as possible after obtaining it. 16

c. Record and check the markup before enclosing concealed installations. 17

C. Mark the Record Documents completely, accurately, and legibly. Use personnel proficient at 18 recording graphic information in production of mark-ups. 19

D. Mark Record Documents with erasable, red-colored pencil. Use other colors to distinguish 20 between changes for different categories of the Work at the same location. 21

E. Note Addenda, Alternate, CCD, RFI, RFP, Change Order, or similar identification numbers, where 22 applicable. 23

F. Submittal of Record Documents information that is incomplete, illegible, poorly organized or 24 information that is submitted on damaged, torn, smudged or unreadable copy will be rejected with 25 a request to resubmit. 26

G. Format: Organize in the same order as the original drawing set. 27

PROJECT MEETINGS: 29

PRE-CONSTRUCTION CONFERENCE: The Architect will schedule and conduct a pre-construction 31 meeting at the Project Site or other convenient location. Authorized representatives of the Owner, 32 Architect, and their consultants; the Contractor and his superintendent; major subcontractors and 33 suppliers; and other concerned parties shall attend. Participants shall be familiar with the Project and 34 authorized to conclude matters relating to the Work. 35 PRE-INSTALLATION CONFERENCES: The Contractor shall conduct pre-installation conferences at the 37 Project Site prior to each construction activity that requires coordination with other trades. 38 Subcontractors, manufacturer representatives and fabricators involved or affected by the particular work 39 shall attend the meeting. Notify the Architect of scheduled meetings. 40 WEEKLY PROGRESS MEETINGS: The Contractor’s Superintendent shall conduct weekly progress 42 meetings with subcontractors, suppliers or other entities concerned with current progress or involved in 43 planning, coordination, or performance of future activities. 44 MONTHLY PROGRESS MEETINGS: The Architect will schedule and conduct monthly progress 46 meetings. The Owner, Contractor, and his Superintendent shall be represented at these meetings. 47 Meeting will review and correct or approve minutes of the previous meeting. Review other items of 48 significance that could affect progress. Include topics for discussion as appropriate to the status of the 49 Project. 50

CONTRACTOR’S CONSTRUCTION SCHEDULE: 52

CRITICAL PATH METHOD (CPM): A CPM schedule will be submitted to the Architect for review. The 54 schedule will be updated for current progress status with each Periodic Estimate for Partial Payment. The 55 original baseline schedule will be maintained and will not be altered except to reflect changes in the 56 baseline schedule authorized by Change Order. Any request for change to the Contract performance 57 time must be based on demonstrated effect of changes in the Work on the Critical Path. 58

SUBSTANTIAL COMPLETION PROCEDURES: 1

A. Prepare and submit a list of items to be completed and/or corrected (Contractor’s Punch List). 2

Indicate the monetary value of each item. 3 B. Complete the following submittals a minimum of TEN (10) days prior to requesting a Substantial 4

Completion walk-through: 5

a. Certificates of Release: Obtain and submit releases from Authorities having jurisdiction 6 permitting the Owner unrestricted use od the Work and access to services and utilities. 7 Include occupancy permits, operating certificates, and similar releases. 8

b. Submit closeout submittals including project record drawings, operation and maintenance 9 manuals, and similar record information. 10

c. Submit closeout submittals including specific warranties, workmanship bonds, 11 maintenance service agreements, final certifications, and similar documents. 12

d. Submit maintenance material submittals including tools, spare parts, extra materials, and 13 similar items. Deliver to Owner. 14

e. Submit testing, adjusting, and balancing records if required. 15

f. Submit changeover information related to Owner’s occupancy, use, operation, and 16 maintenance. 17 C. Complete the following procedures a minimum of TEN (10) days prior to requesting a Substantial 18

Completion walk-through: 19

a. Advise Owner of pending insurance changeover requirements. 20

b. Make final changeover of permanent locks and deliver keys to the Owner with a finalized 21 keying schedule. Advise Owner’s personnel of changeover in security provisions. 22

c. Complete startup and testing of systems and equipment. 23

d. Perform preventive maintenance on equipment utilized prior to Substantial Completion. 24

e. Instruct Owner’s personnel in operation, adjustment, and maintenance of products, 25 equipment, and systems. 26

f. Advise Owner of changeover in Utility services. 27

g. Participate with Owner in conducting inspection and walk-through with local emergency 28 responders. 29

h. Terminate and remove temporary facilities, mockups, construction tools, and similar 30 elements. 31

i. Complete final cleaning requirements. 32

j. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate 33 visual defects. 34 D. When the above items near completion, notify Architect in writing of intended schedule of 35 substantial completion. The Architect, Owner, and Contractor will then coordinate a “walkthrough” 36 inspection, after which a generalized statement of work yet to be completed will be issued by the 37 Architect (Architect’s Punch List). 38

E. The Architect will then determine whether work is SUBSTANTIALLY COMPLETE. 39 F. Upon determination that work is SUBSTANTIALLY COMPLETE, the Architect will prepare and 40 submit to the Owner and Contractor, for written approval, a document indicating as such. 41

FINAL COMPLETION PROCEDURES: 43

A. Before requesting final inspection for determining final completion, complete the following: 44

a. Submit a final Application for Payment. 45

b. Submit a signed/dated copy of the Architect’s Punch List. 46

c. Submit evidence of final, continuing insurance coverage complying with insurance 47 requirements. 48 B. When the above items near completion, notify Architect in writing of intended schedule of final 49 completion. The Architect, Owner, and Contractor will then coordinate a final “walkthrough” 50 inspection. 51

C. Upon determination that work is COMPLETE, the Architect will process the final Application for 52 Payment. 53

D. Deficiencies in the Work, except major, which are found during or subsequent to the final 54 inspection by the Architect, will be corrected under the guarantee protection. 55

END OF SECTION 57

01 23 00 - Alternates

01 23 00 - Alternates 1

CONDITIONS OF THE CONTRACT and DIVISION 01, as indexed, apply to this Section. 3 ALTERNATE PRICES: Contractor shall state, in their offer, Alternate Prices for the Work described below. 5 The responsibility of determining quantity of Alternates rests with the Contractor. Offer and Alternate shall 6 include cost of all supporting elements required so that no matter what combination of offer and Alternates 7 are accepted that portion shall be a complete entity in itself. Work for all Alternates shall be in strict 8 accordance with the Specification Sections noted and applicable to the specific Work. 9 ALTERNATE A-1: Install concrete paving in lieu of asphalt paving for the parking lot areas indicated on 11 the plans. Clearly indicate if this Alternate is an ADD or a DEDUCT on the offer. 12

END OF SECTION 14

01 32 33 - Photographic Documentation

01 32 33 - Photographic Documentation 1

RELATED DOCUMENTS: Drawings and general provisions of the Contract per Section 01 00 00 - 3 General Requirements. 4 SUMMARY: Section includes administrative and procedural requirements for the following: 6

A. Preconstruction & Demolition Photographs. 7 B. Periodic Construction Photographs. 8 C. Time Lapse Photographs. 9

INFORMATION SUBMITTAL: 11

A. Key Plan: Maintain and submit Key Plan of the Building and Site showing location that 12 photographs are taken, and the elevation or level of the subject of each photo. 13

B. Digital Photographs: Submit image files in jpeg format of no less than 10 megapixel resolution 14 including the following information in the metadata tag: 15

a. Name of Project. 16

b. Date photo was taken. 17

c. Description of vantage point, including location, compass direction, and elevation. 18

d. Unique sequential identifier keyed to Key Plan. 19

EXECUTION: 21

A. Preconstruction and Demolition Photographs: Before commencing demolition and starting 22 construction take photographs of project site and surrounding property, including items to remain 23 during construction. 24

B. Periodic Construction Photographs: Take photographs with cutoff date associated with each 25 Application for Payment. Select a vantage point to show status and progress of construction 26 since last photographs were taken. 27

C. Time Lapse Photographs: Take daily photographs during work days at approximately the same 28 time of day showing overall areas being worked on from the same vantage point and elevation 29 each time to show the evolution of the project from start to finish. 30

D. Submit all photographs as follows: 31

a. Preconstruction and Periodic photographs as requested by Architect either by email, on 32

CD, or flash drive. 33

b. At end of project submit all photographs in proper sequence by date on CD, or flash drive 34 along with accompanying Key Plans. 35

END OF SECTION 37

01 81 13 - Sustainable Design Requirements

01 81 13 - Sustainable Design Requirements 1

RELATED DOCUMENTS: Drawings and general provisions of the Contract per Section 01 00 00 - 3 General Requirements. 4 SUMMARY: Section includes general requirements and procedures for compliance with Owner’s goals 6 for a healthy indoor environment for all building occupants including construction personnel during the 7 course of the project. 8 SUBMITTALS: Provide documentation from manufacturers and suppliers indicating compliance with 10 current requirements. 11 LEED CERTIFICATION: LEED Certification is NOT REQUIRED for this project, but the following criteria 13 from LEED 2019 Edition will be used to determine the compliance of the Guiding Principles established 14 by the Owners. 15 COMMISSIONING: LEED EA Prerequisite 1 – Fundamental Commissioning of Building Energy Systems 17 is REQUIRED for the entire White Buffalo Clinic and for the Verne E. Gibbs Renovation, but only to the 18 limits of the actual Work on the renovation. The Architect has retained a Commissioning firm to conduct 19 the independent, third-party assessment of the systems. See MEP for more information. 20 OPTIMIZE ENERGY PERFORMANCE: LEED EA Prerequisite 2 – Minimum Energy Performance is 22 REQUIRED for the White Buffalo Clinic Only. The design intent is to exceed the Minimum Energy 23 Performance levels in accordance with EA Credit 1 – Optimize Energy Performance. See MEP for more 24 information. 25 ADVANCED METERING SYSTEMS: LEED EA Credit 5 – Measurement and Verification is REQUIRED 27 for the White Buffalo Clinic Only. See MEP for more information. 28 PROTECT AND CONSERVE WATER: LEED WE Prerequisite 1 – Water Use Reduction is REQUIRED 30 for the entire White Buffalo Clinic and for the Verne E. Gibbs Renovation, but only to the limits of the 31 actual Work on the renovation. The design intent is to exceed the Water Use Reduction levels in 32 accordance with WE Credit 3 – Water Use Reduction. See MEP for more information. 33 VENTILATION AND THERMAL COMFORT: LEED IEQ Credit 7.1 – Thermal Comfort Design is 35 REQUIRED, and shall not negatively impact compliance with ASHRAE 170, for the entire White Buffalo 36 Clinic and for the Verne E. Gibbs Renovation, but only to the limits of the actual Work on the renovation. 37 See MEP for more information. 38 LOW-EMITTING MATERIALS: LEED IEQ Credit 4.1 – Low-Emitting Materials – Adhesives and Sealants 40 is REQUIRED for the entire White Buffalo Clinic and for the Verne E. Gibbs Renovation, but only to the 41 limits of the actual Work on the renovation. See Division 9 for more information. 42 For field applications that are inside the weatherproofing system, use adhesives and sealants that comply 44 with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D. 45

1. Indoor Carpet Adhesives: 50 g/L. 46

2. Carpet Pad Adhesives: 50 g/L. 47

3. Wood Flooring Adhesives: 100 g/L. 48

4. Rubber Floor Adhesives: 60 g/L. 49

5. Subfloor Adhesives: 50 g/L. 50

6. Ceramic Tile Adhesives: 65 g/L. 51

7. VCT and Asphalt Tile Adhesives: 50 g/L. 52

8. Gypsum Board and Panel Adhesives: 50 g/L. 53

9. Cove Base Adhesives: 50 g/L. 54

10. Multipurpose Construction Adhesives: 70 g/L. 55

11. Structural Glazing Adhesives: 100 g/L. 56

12. PVC Welding: 510 g/L. 57

13. CPVC Welding: 490 g/L. 58

14. ABS Welding: 325 g/L. 59

15. Plastic Cement Welding: 250 g/L. 1

16. Adhesive Primer for Plastic: 550 g/L. 2

17. Contact Adhesive: 80 g/L. 3

18. Special Purpose Contact Adhesive (contact adhesive that is used to bond melamine covered 4 board, metal, unsupported vinyl, Teflon, ultra-high molecular weight polyethylene, rubber or wood 5 veneer 1/16” or less in thickness to any surface): 250 g/L. 6

19. Structural Wood Member Adhesive: 140 g/L. 7

20. Sheet Applied Rubber Lining Operations: 850 g/L. 8

21. Top and Trim Adhesive: 250 g/L. 9

22. Metal to Metal: 30 g/L. 10

23. Plastic Foams: 50 g/L. 11

24. Porous Materials (Except Wood): 50 g/L. 12

25. Wood: 30 g/L. 13

26. Fiberglass: 80 g/L. 14

27. Architectural: 250 g/L. 15

28. Non-membrane Roof: 300 g/L. 16

29. Roadway: 250 g/L. 17

30. Single-Ply Roof Membrane: 450 g/L. 18

31. Other Sealants: 250 g/L. 19

32. Architectural, Nonporous Sealant Primers: 250 g/L. 20

33. Architectural, Porous Sealant Primers: 775 g/L. 21

34. Other Sealant Primers: 750 g/L. 22

35. Aerosol Adhesive, General Purpose Mist Spray: 65 percent by weight. 23

36. Aerosol Adhesive, General Purpose Web Spray: 55 percent by weight. 24

37. Special Purpose Aerosol Adhesive (All Types): 70 percent by weight. 25

LOW-EMITTING MATERIALS: LEED IEQ Credit 4.2 – Low-Emitting Materials – Paints and Coatings is 27 REQUIRED for the entire White Buffalo Clinic and for the Verne E. Gibbs Renovation, but only to the 28 limits of the actual Work on the renovation. See Division 9 for more information. 29 For field applications that are inside the weatherproofing system, use paints and coatings that comply 31 with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D. 32

1. Flat Paints, Coatings, and Primers: VOC not more than 50 g/L. 33

2. Nonflat Paints, Coatings, and Primers: VOC not more than 150 g/L. 34

3. Anticorrosive and Antirust Paints Applied to Ferrous Metals: VOC not more than 250 g/L. 35

4. Clear Wood Finishes, Varnishes: VOC not more than 350 g/L. 36

5. Clear Wood Finishes, Lacquers: VOC not more than 550 g/L. 37

6. Floor Coatings: VOC not more than 100 g/L. 38

7. Shellacs, Clear: VOC not more than 730 g/L. 39

8. Shellacs, Pigmented: VOC not more than 550 g/L. 40

9. Stains: VOC not more than 250 g/L. 41

10. Flat Interior Topcoat Paints: VOC not more than 50 g/L. 42

11. Nonflat Interior Topcoat Paints: VOC not more than 150 g/L. 43

12. Anticorrosive and Antirust Paints Applied to Ferrous Metals: VOC not more than 250 g/L. 44

13. Clear Wood Finishes, Varnishes and Sanding Sealers: VOC not more than 350 g/L. 45

14. Clear Wood Finishes, Lacquers: VOC not more than 550 g/L. 46

15. Floor Coatings: VOC not more than 100 g/L. 47

16. Shellacs, Clear: VOC not more than 730 g/L. 48

17. Shellacs, Pigmented: VOC not more than 550 g/L. 49

18. Stains: VOC not more than 250 g/L. 50

19. Primers, Sealers, and Undercoaters: VOC not more than 200 g/L. 51

20. Dry-Fog Coatings: VOC not more than 400 g/L. 52

21. Zinc-Rich Industrial Maintenance Primers: VOC not more than 340 g/L. 53

22. Pretreatment Wash Primers: VOC not more than 420 g/L. 54

23. Aromatic Compounds: Paints and coatings shall not contain more than 1% by weight total 55 aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 56

24. Restricted Components: Paints and coatings shall not contain acrolein, acrylonitrile, antimony, 57 benzene, butyl benzyl phthalate, cadmium, di (2-ethylhexyl) phthalate, di-n-butyl phthalate, di-n-58 octyl phthalate, 1,2-dichlorobenzene, diethyl phthalate, diethyl phthalate, dimethyl phthalate, 59 ethylbenzene, formaldehyde, hexavalent chromium, isophorone, lead, mercury, methyl ethyl 1 ketone, methyl isobutyl ketone, methylene chloride, naphthalene, toluene (methylbenzene), 1,1,1-2 trichloroethane, or vinyl chloride. 3

LOW-EMITTING MATERIALS: LEED IEQ Credit 4.3 – Low-Emitting Materials – Flooring Systems is 5 REQUIRED for the entire White Buffalo Clinic and for the Verne E. Gibbs Renovation, but only to the 6 limits of the actual Work on the renovation. See Division 9 for more information. 7

OPTION 1 9

1. All carpet installed in the building interior must meet the testing and product requirements of the 10

Carpet and Rug Institute Green Label Plus1 program. 11

2. All carpet cushion installed in the building interior must meet the requirements of the Carpet and 12

Rug Institute Green Label program. 13

3. All carpet adhesive must meet the requirements of IEQ Credit 4.1: Adhesives and Sealants, 14 which includes a volatile organic compound (VOC) limit of 50 g/L. 15

4. All hard surface flooring must be certified as compliant with the FloorScore2 standard (current as 16 of the date of this rating system, or more stringent version) by an independent third-party. 17 Flooring products covered by FloorScore include vinyl, linoleum, laminate flooring, wood flooring, 18 ceramic flooring, rubber flooring and wall base. 19

5. An alternative compliance path using FloorScore is acceptable for credit achievement: 100% of 20 the non-carpet finished flooring must be FloorScore-certified and must constitute at least 25% of 21 the finished floor area. Examples of unfinished flooring include floors in mechanical rooms, 22 electrical rooms and elevator service rooms. 23

6. Concrete, wood, bamboo and cork floor finishes such as sealer, stain and finish must meet the 24 requirements of South Coast Air Quality Management District (SCAQMD) Rule 1113, Architectural 25 Coatings, rules in effect on January 1, 2004. 26

7. Tile setting adhesives and grout must meet South Coast Air Quality Management District 27 (SCAQMD) Rule 1168. VOC limits correspond to an effective date of July 1, 2005 and rule 28 amendment date of January 7, 2005. 29

OPTION 2 31

1. All flooring elements installed in the building interior must meet the testing and product 32 requirements of the California Department of Health Services Standard Practice for the Testing of 33 Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers, 34 including 2004 Addenda. 35

PROTECT INDOOR AIR QUALITY DURING CONSTRUCTION: LEED IEQ Credit 3.1 – Construction 37 IAQ Management Plan during Construction is REQUIRED for the entire White Buffalo Clinic and for the 38 Verne E. Gibbs Renovation, but only to the limits of the actual Work on the renovation. See Division 01, 39 Division 02, and MEP for more information. 40 PROTECT INDOOR AIR QUALITY DURING CONSTRUCTION: LEED IEQ Credit 3.2 – Construction 42 IAQ Management Plan before Occupancy is REQUIRED for the entire White Buffalo Clinic and for the 43 Verne E. Gibbs Renovation, but only to the limits of the actual Work on the renovation. See Division 01, 44 Division 02, and MEP for more information. 45 RECYCLED CONTENT: LEED MR Credit 4 – Recycled Content is REQUIRED wherever the application 47 is practical for the project location. Applicable to ALL Divisions. 48

Use materials with recycled content such that the sum of postconsumer recycled content plus 1/2 50 of the preconsumer content constitutes at least 10% or 20%, based on cost, of the total value of 51 the materials in the project. The recycled content value of a material assembly is determined by 52 weight. The recycled fraction of the assembly is then multiplied by the cost of assembly to 53 determine the recycled content value. 54

BIOBASED CONTENT: LEED MR Credit 6 – Rapidly Renewable Materials is REQUIRED wherever the 56 application is practical for the project location. See Division 06. 57

Use rapidly renewable building materials and products for 2.5% of the total value of all building 1 materials and products used in the project, based on cost. Rapidly renewable building materials 2 and products are made from plants that are typically harvested within a 10-year or shorter cycle. 3

BIOBASED CONTENT: LEED MR Credit 7 – Certified Wood is REQUIRED…