Project_Manual_Book_II_of_II.pdf

8/31/2026 142452A

PROJECT MANUAL – Book 2 of 2

INTRODUCTORY INFORMATION

SPECIFICATIONS

FOR:

DSH – ATASCADERO ELECTRICAL UPGRADES

DEPARTMENT OF STATE HOSPITALS

ATASCADERO, SAN LUIS OBISPO COUNTY,

CALIFORNIA

Project Director: Consultants:

Matt Davidson HMR Architects 707 3rd Street, 4th Floor 2130 21st Street West Sacramento, CA 95605 Sacramento, CA 95818

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

REAL ESTATE SERVICES DIVISION

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

PROJECT TITLE PAGE

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DOCUMENT 00 01 01

PROJECT TITLE PAGE

Title:

Client Agency:

Location:

Project Number:

Project Director:

Consultant:

DSH-ATASCADERO ELECTRICAL UPGRADES

DEPARTMENT OF STATE HOSPITALS

10333 EL CAMINO REAL

ATASCADERO, SAN LUIS OBISPO COUNTY, CALIFORNIA

142452A

Matt Davidson State of California Department of General Services Real Estate Services Division Project Management and Development Branch 707 Third Street, 4th Floor West Sacramento, California 95605 Telephone Number: (916) 708-0576 Email: Matt.Davidson@dgs.ca.gov

Scott Pullen HMR Architects 2130 21st Street Sacramento, CA 95818 Telephone Number: 916-736-2724 Email: Scottp@hmrarchitects.com mailto:Matt.Davidson@dgs.ca.gov mailto:Scottp@hmrarchitects.com

CERTIFICATIONS PAGE

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SECTION 00 01 05

CERTIFICATIONS PAGE

PROJECT TITLE:

CLIENT AGENCY:

LOCATION:

PROJECT NUMBER:

OWNER:

A/E CONSULTANT:

DSH – Atascadero Electrical Upgrade

Department of State Hospitals

10333 El Camino Real Atascadero, San Luis Obispo County, California

DGS 142452A

State of California

Scott Pullen HMR Architects 2130 21st Street Sacramento, CA 95818 Telephone Number: (916) 736-2724

ARCHITECT CIVIL ENGINEER

3/27/2026

TH

OMA S K. ZEHNDER

C I V I L

No. 72702RE

G IS

TERED PROFESS IONA L ENGINEER

STA T E OF CA L IFORNIA

CERTIFICATIONS PAGE

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STRUCTURAL ENGINEER

MECHANICAL ENGINEER

HVAC

ELECTRICAL ENGINEER

SITE

ELECTRICAL ENGINEER

12/31/27

10/23/2025

Exp. 03-31-27

2025-10-29

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No. 14300

03/27/2026

03/25/2026

TABLE OF CONTENTS

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DOCUMENT 00 01 10

TABLE OF CONTENTS

BOOK I

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION

Pages Document 00 01 01 Project Title Page .......................................................................... 1 only 00 01 05 Certifications Page ........................................................................ 1 through 2 00 01 10 Table of Contents .......................................................................... 1 through 5 00 01 15 List of Drawings ............................................................................. 1 through 2

BIDDING REQUIREMENTS

Document 00 11 00 Invitation for Bids ........................................................................... 1 through 4 00 21 00 Instructions to Bidders ................................................................... 1 through 9 Appendix 00 21 00.01 Request for Bidding Interpretation ................................................. 1 only Document 00 22 00 Supplementary Instructions to Bidders .......................................... 1 only 00 22 10 DVBE Participation Program Requirements ................................... 1 through 3 00 41 00 Bid Form (Sample) ........................................................................ 1 through 9 00 43 13 Bidder’s Bond (Sample) ................................................................. 1 only 00 43 16 Certified Small Business Subcontractor(s) Summary (Sample) ..... 1 through 2 00 45 46 Payee Data Record (Sample) ........................................................ 1 through 2

CONTRACTING REQUIREMENTS

Document 00 52 00 Agreement (Sample) ..................................................................... 1 only 00 61 13 Performance Bond (Sample) ......................................................... 1 only 00 61 14 Payment Bond to Accompany Construction Contract (Sample) ..... 1 only 00 63 63 Construction Contract Change Order (Sample) ............................. 1 only 00 72 00 General Conditions of the Contract for Construction ...................... 1 through 31 00 73 00 Supplementary Conditions ............................................................. 1 through 13 00 91 13 Addenda (Sample) ......................................................................... 1 through 3

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 Summary ....................................................................................... 1 through 4 01 25 00 Substitution Procedures ................................................................. 1 through 2 01 29 00 Payment Procedures ..................................................................... 1 through 3

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01 31 00 Project Management and Coordination .......................................... 1 through 7 01 32 00 Construction Progress Documentation .......................................... 1 through 5 01 32 33 Photographic Documentation ........................................................ 1 through 2 01 33 00 Submittal Procedures .................................................................... 1 through 7 01 35 53 Security Procedures ...................................................................... 1 through 4 01 40 00 Quality Requirements .................................................................... 1 through 6 01 50 00 Temporary Facilities and Controls ................................................. 1 through 4 01 60 00 Product Requirements ................................................................... 1 through 4 01 73 00 Execution ...................................................................................... 1 through 6 01 74 19 Construction Waste Management and Disposal ............................ 1 through 4 Form 01 74 19.01 Construction Waste Estimate......................................................... 1 only 01 74 19.02 Waste Management Report ........................................................... 1 through 2 Section 01 74 20 Recycled Content Certification ....................................................... 1 through 4 Form 01 74 20.01 Recycled Content Certification Worksheet (Example) .................... 1 through 2 01 74 20.02 State Agency Buy Recycled Campaign Procurement Summary (Example) ...................................................................................................... 1 through 2 Section 01 75 00 Starting and Adjusting ................................................................... 1 through 3 01 77 00 Closeout Procedures ..................................................................... 1 through 12 Form STD 817 Prime Contractor’s Certifications – DVBE Subcontractor Report ... 1 through 5 01 77 00.01 Contractor’s Certification of Small Business Participation .............. 1 only 01 77 00.02 Contractor’ Certification of Small Business Participation ................ 1 only Section 01 79 00 Demonstration and Training .......................................................... 1 through 5

BOOK II

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 – RESERVED (NOT USED)

DIVISION 03 – CONCRETE

Section 03 10 00 Concrete Formwork and Accessories ............................................ 1 through 5 03 21 00 Reinforcing Steel ........................................................................... 1 through 7 03 25 00 Concrete Anchors .......................................................................... 1 through 3 03 30 00 Cast-in-Place Concrete.................................................................. 1 through 17

DIVISION 04 – MASONRY

Section 04 05 00 Mortar and Grout ........................................................................... 1 through 4 04 22 00 Concrete Unit Masonry .................................................................. 1 through 8

DIVISION 05 – METALS

Section 05 05 19 Post Installed Concrete Anchors .................................................... 1 through 7 05 12 00 Structural Steel .............................................................................. 1 through 15 05 30 00 Metal Decking ................................................................................ 1 through 5

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05 43 00 Slotted Channel Framing ............................................................... 1 through 4 05 50 00 Metal Fabrication ........................................................................... 1 through 4 05 51 19 Prefabricated Industrial Metal Grating Stairs .................................. 1 through 5 05 51 33 Metal Ladders ................................................................................ 1 through 6

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

Section 06 11 00 Rough Carpentry ........................................................................... 1 through 10

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 19 16 Silane Water Repellents ................................................ ................ 1 through 4 07 22 00 Roof and Deck Insulation .............................................. ................. 1 through 7 07 54 16 Ketone Ethylene Ester Roofing ...................................... ................ 1 through 14 07 60 00 Flashing and Sheet Metal .............................................. ................ 1 through 8 07 72 00 Roof Accessories ........................................................... ................ 1 through 3 07 81 23 Intumescent Fire Protection ........................................... ................ 1 through 6 07 92 00 Joint Sealants ................................................................ ................ 1 through 6

DIVISION 08 – OPENINGS

Section 08 11 00 Hollow Metal Doors and Frames .................................... ............... 1 through 5 08 33 23 Overhead Coiling Doors ................................................ ................ 1 through 11 08 71 00 Door Hardware .............................................................. ................ 1 through 7

DIVISION 09 – FINISHES

Section 09 91 00 Painting ......................................................................... ................. 1 through 8 09 97 13 Steel Coatings ............................................................... ................ 1 through 6

DIVISION 21 – FIRE SUPPRESSION (NOT USED)

DIVISION 22 – PLUMBING

Section 22 05 00 Plumbing and Utilities .................................................... ................ 1 through 11 22 33 00 Electric Domestic Water Heater ..................................... ................ 1 through 2

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

Section 23 05 00 Mechanical Work – General Requirements .................... ............... 1 through 21 03 05 10 Heating, Ventilation, and Air Conditioning ...................... ............... 1 through 7 23 05 93 Testing Adjusting and Balancing .................................... ............... 1 through 5 23 09 23 Direct Digital Control System for HVAC ......................... ................ 1 through 71 23 11 13 Facility Fuel-Oil Piping ................................................... ................ 1 through 11 23 12 13 Facility Fuel-Oil Pumps .................................................. ................ 1 through 5 23 13 23 Facility Aboveground Fuel-Oil Storage Tanks ................ ............... 1 through 6 23 22 13 Steam Systems and Equipment ..................................... ............... 1 through 3 23 34 23 Centrifugal Exhaust Fans .............................................. ................ 1 through 8 23 74 16 Packaged Rooftop Heat Pump ...................................... ................ 1 through 8

DIVISION 25 – INTEGRATED AUTOMATION (NOT USED)

DIVISION 26 – ELECTRICAL

Section 26 00 00 Common Work Results for Electrical Work .................... ............... 1 through 7

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26 05 13 Medium-Voltage Cables and Accessories ...................... ............... 1 through 13 26 05 19 Low Voltage Electrical Power Conductors and Cables ... ............... 1 through 4 26 05 26 Grounding and Bonding for Electrical Systems .............. ............... 1 through 4 26 05 29 Hangers and Supports for Electrical Systems ................ ............... 1 through 6 26 05 33 Raceway and Boxes for Electrical Systems ................... ............... 1 through 11 26 05 43 Underground Ducts and Raceways for Electrical ........... ............... 1 through 14 Systems 26 05 48.16 Seismic Controls for Electrical Systems ......................... ............... 1 through 6 26 05 53 Identification for Electrical Systems ............................... ................ 1 through 5 26 05 72 Short Circuit and Coordination Report ........................... ................ 1 through 1 26 05 74 Arc-Flash Labels ............................................................ ................ 1 through 1 26 08 50 Electrical Acceptance Testing ........................................ ................ 1 through 6 26 09 16 MV Generator Paralleling Switchgear ............................ ................ 1 through 45 26 12 16 Dry-Type, Stand-Alone, Medium-Voltage ....................... ............... 1 through 18 Transformers 26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage ................................ 1 through 14 Transformers 26 13 13 Medium Voltage Circuit Breaker Switchgear .................. ............... 1 through 56 26 22 13 Low-Voltage Distribution Transformers .......................... ............... 1 through 7 26 24 13 Switchboards ................................................................. ................ 1 through 9 26 24 16 Panelboards ................................................................................... 1 through 12 26 27 26 Wiring Devices ............................................................... ................ 1 through 5 26 28 13 Fuses ............................................................................ ................. 1 through 3 26 28 16 Enclosed Switches and Circuit Breakers ........................ ............... 1 through 5 26 32 13 Medium Voltage Diesel-Engine-Driven Generator ......... ................ 1 through 53 Sets 26 33 23 Stationary Battery System ............................................. ................ 1 through 24 26 51 19 LED Interior Lighting ...................................................... ............... 1 through 8

DIVISION 27 – COMMUNICATIONS (NOT USED)

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section 28 31 11 Digital Addressable Fire-Alarm Systems ........................................ 1 through 17

SITE AND INFRASTRUCTURE SUBGROUP

DIVISION 30 – RESERVED (NOT USED)

DIVISION 31 – EARTHWORK

Section 31 00 00 Earthwork ...................................................................................... 1 through 7 31 23 33 Trenching and Backfill ................................................................... 1 through 5

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 32 12 00 Flexible Paving (Hot Mix Asphalt) .................................................. 1 through 2 32 16 00 Curbs, Gutters, Sidewalks, and Driveways .................................... 1 through 1 32 31 13 Chain Link Fencing and Gates....................................................... 1 through 14

DIVISION 33 – UTILITIES

Section 33 42 11 Stormwater Gravity Piping ............................................. ................ 1 through 1 33 44 43 Vortex-Type Hydrodynamic Separators ......................... ................ 1 through 4 33 46 11 Stormwater Ponds ......................................................... ................ 1 through 3

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DIVISION 34 - 48 – (NOT USED)

PROCESS EQUIPMENT SUBGROUP (NOT USED)

END OF DOCUMENT

LIST OF DRAWINGS

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DOCUMENT 00 01 15

Sheet Number Description

GENERAL

AO COVER SHEET

CG1-E CALGREEN MANDATORY MEASURES CHECKLIST

CG2-E CALGREEN MANDATORY MEASURES CHECKLIST

AS1 REFERENCE SITE PLAN

ADE1 ELECTRICAL UPGRADE SITE DEMOLITION PLAN

ASE1 ELECTRICAL UPGRADE SITE PLAN

ASE2 ELECTRICAL UPGRADE ENLARGED SITE PLAN

GROUND SURVEY

VU-1.0 TITLE SHEET

VU-1.1 SHEET 2

VU -1.2 SHEET 3

VU -1.3 SHEET 4

VU -1.4 SHEET 5

VU -1.5 SHEET 6

VU -1.6 SHEET 7

CIVIL

C-1.1 COVER SHEET

C-1.2 NOTES SHEET

C-1.3 PROJECT CONTROL PLAN

C-2.1 OVERALL GRADING PLAN

C-2.2 GRADING PLAN

C-2.3 GRADING PLAN

C-3.1 UTILITY PLAN

C-4.1 CONSTRUCTION DETAILS

C-4.2 CONSTRUCTION DETAILS

ARCHITECTURAL

AE1 SWITCHGEAR BUILDING PLANS

AE2 SWITCHGEAR BUILDING SECTION & ELEVATION

AE3 SWITCHGEAR BUILDING DETAILS

STRUCTURAL

SE0.00 GENERAL NOTES

SE0.01 STRUCTURAL SPECIAL INSPECTIONS & TESTING

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SE1.01 SWITCHGEAR BUILDING PLANS

SE3.00 SWITCHGEAR BUILDING SECTIONS

SE4.00 ELEVATIONS

SE5.01 SWITCHGEAR BUILDING SECTIONS & DETAILS

SE5.02 TYPICAL CMU DETAILS

SE5.03 TYPICAL STEEL DETAILS

SE5.04 EQUIPMENT ANCHORAGE DETAILS

MECHANICAL PLUMBING

MPE0.1 MECHANICAL PLUMBING LEGENDS, NOTES AND SCHEDULES

MPE1 MECHANICAL PLUMBING GENERATOR YARD FLOOR PLAN

MPE2 MECHANICAL PLUMBING PIPING P&ID AND SCHEMATIC

MPE3 MECHANICAL PLUMBING DETAILS

MPE4 MECHANICAL PLUMBING DETAILS

ELECTRICAL

E1.11 ROOF PLAN – LAUNDRY & AUDITORIUM

EE0.0 ELECTRICAL COVER SHEET

EE1.0 ELECTRICAL SITE PLAN

EE5.1 SINGLE LINE DIAGRAM

EE5.2 SCHEDULES

EE5.3 PANEL SCHEDULES

EE6.1 ELECTRICAL ENLARGED SITE PLAN

EE6.2 ELECTRICAL ENLARGED PLAN

EE9.1 ELECTRICAL DETAILS

EE9.2 ELECTRICAL DETAILS

EE9.3 ELECTRICAL DETAILS

EE9.4 ELECTRICAL DETAILS

EE9.5 FUEL TANK DETAILS

EE9.6 12 KV & 5KV DISTRIBUTION SWITCHGEAR DETAILS

EE9.7 5-WAY SWITCH DETAILS

END OF DOCUMENT

CONCRETE FORMWORK AND ACCESSORIES

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SECTION 03 10 00

PART 1 – GENERAL

1.1 GENERAL REQUIREMENTS

A. Requirements of Division 01 apply to all work of this section.

1.2 SCOPE

A. Design, furnish and install forms for concrete as indicated on drawings and specified here. Remove forms and shores at specified time. Clean up.

1.3 RELATED WORK (See also Table of Contents)

A. Section 03 21 00 Reinforcing Steel

B. Section 03 30 00 Cast-In-Place Concrete

C. Section 05 12 00 Structural Steel

D. Section 05 50 00 Metal Fabrications

E. Items relating solely to mechanical or electrical work are included under those

Divisions, except as specifically indicated otherwise on Drawings.

1.4 QUALITY ASSURANCE

A. General:

1. Conform to all requirements of ACI 347 and ACI 318 Section 26.11.

2. Concrete formwork shall be designed and constructed to safely support fluid concrete and superimposed construction loads without excessive deflection or concrete leakage. Provide bracing to maintain accurate alignment and to resist all anticipated lateral loads. Forms shall conform with drawings as to shape, line, and dimension. Design, engineering and construction of forms shall be Contractor's responsibility. Formwork for exposed concrete shall be constructed to tolerances indicated in ACI 303R.

3. Cooperate and coordinate with other trades who furnish and/or install piping, conduit, reglets, anchors, inserts, sleeves, hangers, etc., as their work requires; including provisions for recesses and chases.

B. Submittals: (Submit under provisions of Section 01 33 00)

1. Product Data. Provide manufacturers data and installation instructions for the following:

a. Tie rods and spreaders.

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b. Formwork for exposed concrete.

c. Form coatings and release agents.

C. Standards and References: (Latest Edition unless otherwise noted)

1. 2025 California Building Code (CBC)

2. American Concrete Institute (ACI)

a. ACI 303R - “Guide to Cast-In-Place Architectural Concrete Practice”

b. ACI 318 – “Building Code Requirements for Structural Concrete”

c. ACI 347R - "Guide to Formwork for Concrete”

3. Standard Grading and Dressing Rules #17, West Coast Lumber Inspection Bureau (For Douglas Fir Form Lumber)

4. U.S. Product Standard PS 1-83 (For Plywood Form Lumber

PART 2 - PRODUCTS

2.1 MATERIALS

A. Form Material:

1. Smooth Concrete exposed to view: 5/8-inch minimum APA Plyform or steel.

2. Concrete concealed from view: 5/8-inch minimum APA Plyform, steel or clean and sound 1 x 8 Standard Grade Douglas Fir.

B. Fiber Forms: Tubular column forms spirally constructed of laminated plies of fiber. Plies shall be laminated using a non-water sensitive adhesive and surface wax impregnated for moisture protection. Forms shall give a smooth and seamless appearance to the cast concrete. Provide reveals, as shown on the drawings, as supplied by the form manufacturer. Forms shall be as manufactured by Sonoco Products, plastic lined; Burke Smoothtube by Burke Co.; or approved equal.

C. Form Clamps: Assembly to have cone washers, (1 inch break back) 3/8” inch center rod.

D. Form Ties:

1. Concrete exposed to view: Snap ties allowing full 1 inch break back.

2. Concrete concealed from view: Snap ties or wire.

3. Verify special spacing requirements with architectural drawings at exposed concrete.

E. Spreaders: Metal (no wood)

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F. Form Coating: Non-grain and non-staining types of form coating that will not leave a residual matter on the face of the concrete or adversely affect proper bonding of any subsequent paint or other surface applications.

1. Form coating containing mineral oils or other non-drying materials will not be permitted for any concrete work.

G. Joint Tape: No. 471 plastic film tape 3 inches wide, as manufactured by the Industrial Tape Division of 3M Company.

H. Expansion Joint Filler (Preformed): 1/2 inch thick; Flexcell by Celotex

Corporation, Elastic Fiber Expansion Joint by Phillip Carey Mfg. Co., or Sealtight Fiber Expansion Joint by W.R. Meadows, Inc.

I. Extruded Polystyrene Foam: ASTM C578 type IV. Dow Chemical Corp.

"Styrofoam", UC Industries "Foamular", or approved equal.

PART 3 - EXECUTION

3.1 FORM CONSTRUCTION

A. Construct substantial forms to the shapes, lines, grades and elevations shown, sufficiently tight to prevent leakage of mortar, and tied, clamped and braced to prevent spreading, shifting or settling. Plywood joints shall be square and tight;

plywood shall be arranged in such manner as to minimize number of joints and to provide a smooth, attractive finished concrete surface.

B. Apply form coating to forms before reinforcing steel is in place.

C. Sleeves, anchors and bolts, including those for angle frames, supports, ties and other materials in connection with concrete construction, shall be secured in position before the concrete is placed.

D. Proper provisions shall be made for openings, blockouts, sleeves, offsets, sinkages, recesses and depressions required by other trades and suppliers prior to placing concrete.

1. The Contractor shall also see that sleeves have been installed and other provisions have been made for the installation of mechanical, electrical and other equipment.

2. Coordinate with all trades to insure proper placement of all items in forms and to provide proper blockouts wherever required.

E. Concrete work out of alignment, level or plumb will be cause for rejection of the whole work affected and, if so rejected, such work shall be removed and replaced, as directed by Architect, with no additional cost to the Owner.

F. Form Not Required: Concrete footings may be poured directly against cut earth where feasible and when the Architect’s approval has been obtained.

1. See structural drawings for requirements for placing concrete footings directly against earth without forms.

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G. Use 3/4 inch minimum wood chamfer strips typical at all exposed corners unless noted otherwise on drawings.

3.2 CLEANING OF FORMS

A. All dirt, chips, sawdust, rubbish, water, etc. shall be completely removed from form by water hosing and air pressure before any concrete is deposited therein.

No wooden ties or blocking shall be left in concrete except where indicated for attachment of other work.

B. Thoroughly clean and patch all holes in formwork and re-coat as required before reusing. Forms not suited to obtain concrete surfaces and tolerances in conformity with Contract requirements will be rejected by Architect.

1. Reuse of forming materials shall be limited only as required to produce the finishes as specified, free from blemishes and other defects unless covered by other building materials in which case blemish free concrete is not required.

3.3 INSPECTION OF FORMS

A. Notify the Architect at least 48 hours in advance of the beginning of pouring operations and at the completion of formwork and location of all construction joints. An inspection of forms and joints will be made for approval of finished work and general layout only. The foregoing inspection shall in no way relieve the Contractor of responsibility of design and safety or formwork, bulkheads and shorings.

3.4 REMOVAL OF FORMS AND SHORING

A. Do not remove forms until concrete has attained sufficient strength to support its weight and any construction loading. Concrete must be allowed to cure long enough to avoid damage during form removal. Contractor or his representative in charge of concrete construction shall be present during removal of forms and shores, and shall be personally responsible for safety of this operation at all times and under all conditions.

B. As a minimum, formwork and shoring shall remain in place for the following periods:

1. Concrete on grade: 24 hours

2. Walls and Columns: 3 days

3. Formwork may be removed and reshores installed before the times indicated above, provided the concrete has cured sufficiently to avoid damage when formwork is removed. Shores must be immediately replaced with reshores in a sequence designed to avoid inducing stress in the concrete member.

3.5 ADJUSTING AND CLEANING

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A. Upon completion of this Work, clean up and remove from Site all equipment and debris resulting from this work.

B. Surfaces to be painted shall be smooth and free of substances such as dirt, wax, excessive latence, grease or materials that would prevent proper bonding of finishes.

1. Removal of foregoing contaminants, and complete removal of parting and curing compounds affecting proper paint bond, shall be responsibility of this Section of Work. Sandblast cleaning shall not be employed without specific approval of Structural Engineer.

END OF SECTION

REINFORCING STEEL

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SECTION 03 21 00

PART 1 - GENERAL

A. Requirements of Division 01 apply to all work of this Section.

A. Unless noted otherwise, furnish and install reinforcing for all concrete, including dowels, chairs, spacers, bolsters, etc., necessary for supporting and fastening reinforcement in place as shown on the Drawings and specified herein.

A. Section 03 10 00 Concrete Formwork

B. Section 03 30 00 Cast-In-Place Concrete

C. Section 04 22 00 Concrete Unit Masonry

A. General:

1. Acceptable Manufacturers: Regularly engaged in the manufacture of steel bar and welded wire fabric reinforcing.

2. Installer Qualifications: Installation shall be done only by an installation firm normally engaged in this business. All work shall be performed by qualified mechanics working under an experienced supervisor.

3. Welding Qualifications: Welding procedures, welding operators and welders shall be qualified in accordance with AWS D1.4 - "Structural Welding Code Reinforcing Steel".

a. Welders whose work fails to pass inspection shall be re-qualified before performing further welding.

4. Reinforcement Work shall conform to ACI 301 and ACI 318 Chapter 25, as minimum standards.

5. Allowable Tolerances:

a. Fabrication:

1) Sheared length: 1 inch

2) Depth of truss bars: Plus or minus 1/2-inch

3) Ties: Plus or minus 1/2-inch

4) All other bends: Plus or minus 1 inch

b. Placement:

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1) Concrete cover to form surfaces: Plus or minus 1/4-inch

2) Minimum spacing between bars: Plus or minus 1/4-inch

3) Crosswise of members: Spaced evenly within 2 inches of stated separation

4) Lengthwise of members: Plus or minus 2 inches

c. Maximum bar movement to avoid interference with other reinforcing steel, conduits, or embedded items: 2 bar diameters.

B. Standards and References: (Latest Edition unless otherwise noted):

a. ACI 301 – “Specifications for Structural Concrete”

b. ACI 315R - "Guide to Presenting Reinforcing Steel Design Details"

c. ACI 318 – “Building Code Requirements for Structural Concrete”

3. American Society for Testing and Materials (ASTM)

a. ASTM A82 - "Cold Drawn Wire for Concrete Reinforcement"

b. ASTM A185 - "Welded Steel Wire Fabric for Concrete Reinforcement"

c. ASTM A615 - "Deformed and Plain Billet-Steel Bars for Concrete

Reinforcement"

d. ASTM A706 – “Low Alloy Steel Deformed Bars for Concrete

Reinforcement”

4. Concrete Reinforcing Steel Institute (CRSI) - "Manual of Standard Practice"

5. American Welding Standard (AWS)

a. AWS D1.4 - "Structural Welding Code – Reinforcing Steel"

C. Submittals: (Submit under provisions of Section 01 33 00)

1. Shop Drawings: Prepare in accordance ACI 315R. Indicate bending diagrams, assembly diagrams, splicing and laps of bars and shapes, dimensions and details of bar reinforcing and assemblies. Correctness of all reinforcing requirements and work is the responsibility of Contractor. Identify such shop drawings with reference thereon to sheet and detail numbers from Contract Drawings.

a. Do not use scaled dimensions from Contract Drawings in determining the lengths of reinforcing bars.

b. No reinforcing steel shall be fabricated without approved shop drawings.

c. Any deviations from the contract documents must be clearly indicated as a deviation on the shop drawings.

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d. Areas of high congestion, including member joints and embed locations shall be fully detailed to verify clearances and assembly parameters and coordination with other trades.

2. Certified mill test reports of supplied reinforcing indicating chemical and physical analysis. Tensile and bend tests shall be performed by the mill in accordance with ASTM A615.

3. Product Data:

a. Manufacturer's specifications and installation instructions for splice devices

b. Bar Supports

4. Certificates of Compliance with specified standards:

a. Reinforcing bars

b. Welded wire fabric

c. Welding electrodes

5. Samples: Only as requested by Architect

6. Buy Clean California Reporting: (Submit under provisions of Section 01 33 00)

a. Provide an Environmental Product Declaration (EPD) for each mill producing eligible Structural Steel material proposed to be used on the Project. Structural Steel products to include: W-, S-, M- and HP- shapes, channels, angles, split tees, plate and round, square and rectangular ASTM A500, A847 and A1085 HSS essential to support the design loads of a structure. The following products do not require EPD’s: metal buildings, steel joists, sheet and bearing piles, guard rail, light poles, cold-formed steel products, pressure vessels, crane rails, handrails, stairs and other items detailed in the AISC Code of Standard Practice (ANSI/AISC 303) Section 2.2.

b. Thresholds: EPD’s for eligible steel products must document that GWP- 100 levels do not exceed the following thresholds:

Category Product GWP-100 Threshold at Mill Gate as published by

DGS (1)

GWP-100

Threshold if U.S.

industry average fabrication is included (2)

Concrete Reinforcing Steel

0.89 tons/ton 0.98 tons/ton

(1) Use this column to determine compliance when an EPD declares mill-only material (cradle to mill gate).

(2) Use this column to determine compliance when an EPD declares mill material plus U.S. industry average fabrication impacts (cradle to fabricator gate).

D. Tests and Inspections:

1. A testing program is required prior to start of construction. Testing program to be done in compliance with the CBC requirements and in collaboration with Testing

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Laboratory, Design team, contractor, owner and submitted for review by the agency in charge of building enforcement. Requirements below are minimum requirements; additional requirements may be required in final testing program.

2. All reinforcing steel whose properties are not identifiable by mill test reports shall be tested in accordance with ASTM A615. One Series of tests for each missing report to be borne by the Contractor.

3. When inspections are indicated for reinforcement placement on the Structural drawings, a special inspector shall be employed to inspect reinforcing placement per CBC Section 1704.

4. When tests are indicated for reinforcing steel on the structural drawings, the reinforcing steel used shall be tested in accordance with ASTM A615. One tensile and one bend test for each 2-1/2 tons of steel or fraction thereof, shall be made.

5. Inspect shop and field welding in accordance with AWS D1.4, including checking materials, equipment, procedure and welder qualification as well as the welds.

Inspector will use non-destructive testing or any other aid to visual inspection that he deems necessary to assure himself of the adequacy of the weld.

6. Tests and inspection shall be performed by Owners testing agency except when needed to justify rejected work, in which case the cost of retests and reinspection shall be borne by the Contractor.

1.5 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Deliver reinforcement to project site in bundles marked with metal tags indicating bar size and length.

B. Handle and store materials to prevent contamination.

1. Store reinforcement in a manner that will prevent excessive rusting or coating with grease, oil, dirt, and other objectionable materials. Storage shall be in separate piles or racks so as to avoid confusion or loss of identification after bundles are broken.

C. Deliver and store welding electrodes in accordance with AWS D1.4.

PART 2 – PRODUCTS

2.01 MATERIALS

A. Reinforcement Bars: ASTM A615, Grade 60 for all bars

1. Bar reinforcement to be welded shall meet chemical requirements of ASTM A706

2. Longitudinal reinforcement in columns and beams of special moment-resisting frames and special reinforced shear walls shall meet the chemical requirements of ASTM A706

B. Stirrups and Ties: ASTM A615, Grade 60 for all bars

C. Steel Dowels: Same grade as bars to which dowels are connected

D. Welded wire Fabric: ASTM A185

E. Tie Wires: FS-QQ-W-461, annealed steel, black, 16 gauge minimum

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F. Welding Electrodes: AWS D1.4, low hydrogen, E70XX series

G. Bar Supports:

1. Typical, unless noted otherwise; CRSI Class 2 wire supports

a. Do not use wood, brick or other objectionable materials

b. Do not use galvanized supports

2. Supports placed against ground: Pre-cast concrete blocks not less than 4 inches square with embedded wire.

H. Mechanical Couplers: Comply with ACI 318 section 25.5.7.1

PART 3 – EXECUTION

3.1 FABRICATION

A. Shop fabricate reinforcement to meet requirements of Drawings.

B. Fabricate reinforcement in accordance with the requirements of ACI 315R where specific details are not shown or where Drawings and Specifications are not more demanding.

C. Steel reinforcement shall not be bent or straightened in a manner that will injure the material. Bars with kinks or bends not shown on the Drawings shall not be used.

Heating of bars for bending will not be permitted.

D. Reinforcing shall not be field bent or straightened without structural engineer’s review.

E. Provide offsets in rebar (1:6 maximum) where required to maintain clearances.

3.2 CONDITION OF SURFACES

A. Examine surfaces and conditions receiving or affecting the work. Do not proceed until unsuitable conditions have been corrected.

3.3 GENERAL

A. Concrete shown without reinforcing shall be reinforced as similar parts shown with reinforcing except where concrete is specifically noted to be unreinforced.

3.4 PLACEMENT

A. All reinforcement shall be accurately set in place, lapped, spliced, spaced rigidly and securely held in place and tied with specified wire at all splices and crossing points. All wire tie ends shall point away from the form. Carefully locate all dowel steel to align with wall and column steel.

1. Bars shall be in long lengths with laps and splices as shown. Offset laps in adjacent bars. Place steel with clearances and cover as shown. Bar laps shall be as indicated on the Drawings. Tie all laps and intersections with the specified wire.

2. Maintain clear space between parallel bars not less than 1-1/2 times nominal diameter, but in no case shall clear space be less than 1-1/2 times maximum size concrete aggregate.

3. Reinforcing dowels for slabs shall be placed as detailed. Sleeves may be used if

10/28/2025 03 21 00 - 6 of 7 DGS 142452A reviewed by the Structural Engineer before installation. Install dowel through all construction and expansion joints for all slabs on grade.

B. Bar Supports: Support and securely fasten bars with chairs, spacers and ties to prevent displacement by construction loads or placement of concrete beyond the tolerances specified. Conform to CRSI as a minimum standard.

C. Steel Adjustment:

1. Move within allowable tolerances to avoid interference with other reinforcing steel, conduits, or embedded items.

2. Do not move bars beyond allowable without concurrence of Structural Engineer.

3. Do not heat, bend, or cut bars without concurrence of Structural Engineer.

4. Reinforcement shall not be bent after being embedded in hardened concrete.

D. Splices:

1. Splice reinforcing as shown

2. Lap Splices: Tie securely with wire to prevent displacement of splices during placement of concrete.

3. Splice Devices: Install in accordance with manufacturer's written instructions.

Obtain Structural Engineer’s review before using.

4. Do not splice bars except at locations shown without concurrence of Structural

Engineer.

a. Where splices in addition to those indicated are required, indicate location on shop drawings clearly and highlight "for Engineer’s approval".

E. Welding:

1. Welding is not permitted unless specifically detailed on Drawings or approved by

2. Employ shielding metal-arc method and meet requirements of AWS D1.4.

3. Welding is not permitted on bars where the carbon equivalent is unknown or is determined to exceed 0.55.

4. Welding shall not be done within two bar diameters of any bent portion of a bar which has been bent cold.

5. Welding of crossing bars is not permitted.

F. Welded Wire Fabric: Install in long lengths, lapping 24 inches at end splices and one mesh at side splices. Offset laps in adjacent widths. Place fabric in approximately the middle of the slab thickness unless shown otherwise on the Drawings by dimension.

Wire tie lap joints at 12-inch centers. Use concrete blocks to support mesh in proper position.

G. Reinforcement shall be free of mud, oil or other materials that may reduce bond at the time concrete is placed. Reinforcement with tightly adhered rust or mill scale will be accepted without cleaning provided that rusting has not reduced dimensions and weights below applicable standards. Remove loose rust.

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H. Protection against rust:

1. Where there is danger of rust staining adjacent surfaces, wrap reinforcement with impervious tape or otherwise prevent rust staining.

2. Remove protective materials and clean reinforcement as required before proceeding with concrete placement.

I. Drawing Notes: Refer to notes on Drawings for additional reinforcement requirements.

J. Mechanical and Electrical Drawings: Refer to Mechanical and Electrical Drawings for formed concrete requiring reinforcing steel. All such steel shall be included under the work of this Section.

CONCRETE ANCHORS

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SECTION 03 25 00

A. Requirements of Division 01 apply to all work of this section.

A. Design, furnish and install concrete anchors as indicated on drawings and specified here.

A. Section 05 05 19 Post-Installed Concrete Anchors

B. Section 05 12 00 Structural Steel

C. Section 05 50 00 Metal Fabrications

D. Items relating solely to mechanical or electrical work are included under those Divisions, except as specifically indicated otherwise on Drawings.

A. Installer Qualifications:

1. Drilled-in anchors shall be installed by an installer with at least five years of experience performing similar installations.

2. Adhesive anchor installers shall be certified in accordance with the ACI- CRSI

Adhesive Anchor Installer Certification Program.

B. Installer Training: Conduct a thorough training with the manufacturer or the manufacturer's representative for the installer on the project. Training to consist of a review of the complete installation process for drilled-in anchors, to include but not limited to:

1. Hole drilling procedure

2. Hole preparation & cleaning technique

3. Adhesive injection technique & dispenser training / maintenance

4. Rebar dowel preparation and installation

5. Proof loading/torqueing per the contract drawings and applicable ICC ESR requirements

6. Certifications: Unless otherwise authorized by the Engineer, anchors shall have the following certification: ICC ES Evaluation Report indicating conformance with current applicable ICC ES Acceptance Criteria.

C. Submittals: (Submit under provisions of Section 01 33 00)

1. Product specifications with recommended design values and physical characteristics for epoxy dowels, expansion and undercut anchors.

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2. Samples: Representative length and diameters of each type anchor shown on the Drawings.

3. Quality Assurance Submittals:

a. Test Reports: Certified test reports showing compliance with specified performance characteristics and physical properties.

b. Certificates:

c. ICC ES Evaluation Reports

4. Manufacturer’s installation instructions

5. Installer Qualifications & Procedures: Submit installer qualifications as described herein and on the drawings. Submit a letter of procedure stating method of drilling, the product proposed for use, and the complete installation procedure including the steel reinforcement detection system.

D. Closeout Submittals: Submit the following:

1. Record Documents: Project record documents for installed materials in accordance with Division 01 Closeout Submittals Section.

1.5 DELIVERY, STORAGE AND HANDLING:

A. General: Comply with Division 01 Section Product Storage and Handling Requirements

B. Store anchors in accordance with manufacturer’s recommendations.

A. Products and materials as indicated on the drawing general notes and details.

B. Refer to Section 05 05 19 Post-Installed Concrete Anchors for additional information.

3.1 INSTALLATION

A. Cast-In-Place Bolts: Use templates to locate bolts accurately and securely in formwork.

B. Drilled-In Anchors:

1. Drill holes with rotary drills using carbide-tipped bits, and core drills using diamond core bits. Use of core drills is only acceptable where specifically allowed by the applicable ICC ESR requirements. Drill bits shall be of diameters as specified by the anchor or the adhesive manufacturer. Unless otherwise shown on the Drawings, all holes shall be drilled perpendicular to the concrete surface.

a. Cored Holes: Where anchors are to be installed in cored holes, use core bits with matched tolerances as specified by the manufacturer. Roughen holes to manufacturer recommended surface.

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b. Base Material Strength: Unless otherwise specified, do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength.

2. Perform anchor installation in accordance with manufacturer instructions.

3. Wedge Anchors, Heavy-Duty Sleeve Anchors, and Undercut Anchors: Protect threads from damage during anchor installation. Heavy-duty sleeve anchors shall be installed with sleeve fully engaged in part to be fastened. Set anchors to manufacturer's recommended torque, using a torque wrench. Following attainment of 10% of the specified torque, 100% of the specified torque shall be reached within 7 or fewer complete turns of the nut. If the specified torque is not achieved within the required number of turns, the anchor shall be removed and replaced unless otherwise directed by the Engineer.

4. Cartridge Injection Adhesive Anchors: Follow ICC ESR requirements without exception. Unless contrary to the ICC ESR requirements, perform the following measures: Clean all holes per manufacturer instructions to remove loose material and drilling dust prior to installation of adhesive. Holes may be dry, damp or wet. Inject adhesive into holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as to avoid introduction of air pockets in the adhesive. Follow manufacturer recommendations to ensure proper mixing of adhesive components. Sufficient adhesive shall be injected into the hole to ensure that the annular gap is filled to the surface. Remove excess adhesive from the surface. Shim anchors with suitable device to center the anchor in the hole. Do not disturb or load anchors before manufacturer specified cure time has elapsed.

5. Observe manufacturer recommendations with respect to installation temperatures for cartridge injection adhesive anchors and capsule anchors.

3.2 REPAIR OF DEFECTIVE WORK

A. Remove and replace misplaced or malfunctioning anchors. Fill empty anchor holes and patch failed anchor locations with high-strength non-shrink, nonmetallic grout. Anchors that fail to meet proof load or installation torque requirements shall be regarded as malfunctioning.

CAST-IN-PLACE CONCRETE

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SECTION 03 30 00

A. Requirements of Division 01 apply to all Work of this Section.

A. Furnish, place and finish cast in place concrete and related work as indicated on the Drawings and specified here.

1. Install miscellaneous metal and other items furnished by other trades to be installed in concrete work.

2. Provide facilities for job curing of test cylinders and transporting to Testing Laboratory.

B. Provide grouting of steel base plates as indicated on the Drawings and specified here.

A. Concrete Formwork: Section 03 10 00

B. Reinforcing Steel: Section 03 21 00

C. Structural Steel: Section 05 12 00

E. Metal Decking: Section 05 30 00

F. Metal Fabrications: Section 05 50 00

A. Standards and References: (Latest Edition unless otherwise noted)

1. 2025 California Building Code (CBC).

a. ACI 117 – “Specification for Tolerances for Concrete Construction and Materials”

b. ACI 211.1 – “Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete”

c. ACI 211.2 – “Standard Practice for Selecting Proportions for Structural Lightweight

Concrete”

d. ACI 301 – “Specifications for Structural Concrete”

e. ACI 302.1R – “Guide to Concrete Floor and Slab Construction”

f. ACI 305R – “Guide to Hot Weather Concreting”

g. ACI 306R – “Guide to Cold Weather Concreting”

h. ACI 318 – “Building Code Requirements for Structural Concrete”

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i. ACI 360R – “Guide to Design of Slabs-On-Ground”

3. American Society for Testing and Materials (ASTM)

a. ASTM C31 – “Making and Curing Concrete Test Specimens in the Field”

b. ASTM C33 – “Concrete Aggregates”

c. ASTM C39 – “Compressive Strength of Cylindrical Concrete Specimens”

d. ASTM C42 – “Obtaining and Testing Drilled Cores and Sawed Beams of Concrete”

e. ASTM C94 – “Ready-Mixed Concrete”

f. ASTM C109 – “Test of Hydraulic Cement Concrete”

g. ASTM C143 – “Slump of Hydraulic Cement Concrete”

h. ASTM C150 – “Portland Cement”

i. ASTM C172 – “Sampling Freshly Mixed Concrete by the Volumetric Method”

j. ASTM C192 – “Making and Curing Concrete Test Specimens in the Laboratory”

k. ASTM C260 – “Air-Entraining Admixtures for Concrete”

l. ASTM C330 – “Lightweight Aggregates for Structural Concrete”

m. ASTM C494 – “Chemical Admixtures for Concrete”

n. ASTM C567 – “Standard Test Method for Determining Density of Structural

Lightweight Concrete”

o. ASTM C618 – “Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral

Admixture in Portland Cement Concrete”

p. ASTM C685 – “Volumetric Batching and Continuous Mixing”

q. ASTM C1157 – “Hydraulic-Cement”

B. Submittals: (Submit under provisions of Section 01 33 00)

1. Concrete mix designs. See “Mix Design” below. Include results of test data used to establish proportions.

2. Certificates of Compliance from Manufacturer

a. Cement certificates

b. Aggregates

c. Admixtures

3. Data regarding hardeners and sealers.

4. Grout samples for sacked surface textures and colors upon Architects request only.

5. Layout drawings for construction, control and expansion joints.

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6. Transit-mix delivery slips:

a. Keep record at the job site showing time and place of each pour of concrete, together with transit-mix delivery slips certifying contents of the pour.

b. Make the record available to the Architect for his inspection upon request.

c. Upon completion of this portion of the work, deliver the record and the delivery slips to the Architect.

7. See Section 03 21 00 for reinforcing steel submittals.

C. Tests and Inspections:

1. Provide special inspections and testing as described in the “Statement of Structural Special Inspections and Testing” within the structural drawings and as required by this section.

2. A testing program is required prior to start of construction. Testing program to be done in

Compliance with the CBC requirements and in collaboration with Testing Laboratory, Design team, contractor, owner and submitted for review by the agency in charge of building enforcement. Requirements below are minimum requirements; additional requirements may be required in final testing program.

3. The following tests shall be made by a recognized testing laboratory selected by the

Owner and approved by the governing agency. All tests shall be in accordance with the previously mentioned standards and ACI 318 Section 26.12. A complete record of all tests and inspections shall be kept per CBC Section 1903.2.

a. Compressive Strength: Make and cure in accordance with ASTM C-31.