Antelope Valley Community College District

Long Form Construction; General Contractor; Non-OCIP; Non-CWA (Rev. 07-07-2025) Page|1 Table of Contents; Section 00 01 00

FOX FIELD RELOCATION OF (1) 60X40 MODULAR CLASSROOM BUILDING; AVC2026/2027-3

ANTELOPE VALLEY COMMUNITY COLLEGE DISTRICT

BID AND CONTRACT DOCUMENTS

AVC2026/2027-3 FOX FIELD RELOCATION OF (1) 60X40 MODULAR CLASSROOM BUILDING

TABLE OF CONTENTS

Section Number

Document Description

00 01 00 Table of Contents

00 01 07 Certifications/Seals Page

00 01 12 DSA Form 103 Statement of Structural Tests & Inspections

00 11 13 Notice Calling for Bids

00 21 13 Instructions for Bidders

00 31 13 Bid Time Project Schedules

00 41 00 Bid Proposal

00 42 23 Alternate Bid Items Proposal Form

00 43 24 Pre-Bid Inquiry Form

00 43 36 Subcontractors List

00 45 10 Verification of Contractor and Subcontractors’ DIR Registration

00 45 13 Statement of Qualifications

00 45 19 Non-Collusion Affidavit

00 45 26 Certificate of Workers Compensation Insurance

00 45 27 Drug-Free Workplace Certification

00 45 28 Iran Contracting Act Verification

00 52 00 Agreement

00 61 10 Bid Bond

00 61 13 Performance Bond

00 61 14 Labor and Material Payment Bond

Section Number

Document Description

00 62 40 Verification of Certified Payroll Records Submittal to Labor Commissioner

00 62 90 Asbestos and Other Hazardous Materials Certification

00 65 36 Guarantee Form

00 65 37 Contractor Certification of Subcontractor Claim

00 72 00 General Conditions

00 73 00 Special Conditions

00 73 00.1 Academic Calendar (Special Conditions Attachment A)

00 73 00.2 Contractor Provided Facilities, Services, Furnishings and Equipment for Project Inspector (Special Conditions Attachment B)

00 73 00.3 Formula for Proposed Cost Change (Special Conditions Attachment C)

00 73 00.4 Conditional Waiver and Release on Progress Payment (Special Conditions Attachment D)

00 73 00.5 Unconditional Waiver and Release on Progress Payment (Special Conditions Attachment E)

00 73 00.6 Conditional Waiver and Release on Final Payment (Special Conditions Attachment F)

00 73 00.7 Unconditional Waiver and Release on Final Payment (Special Conditions Attachment G)

00 74 00 Project Scope of Work

Long Form Construction; General Contractor; Non-OCIP; Non-CWA (Rev. 07-07-2025) Page|2 Certification/Seals Page; Section 00 01 07

FOX FIELD RELOCATION OF (1) 60X40 MODULAR CLASSROOM BUILDING; AVC2026/2027-3

CERTIFICATIONS/SEALS PAGE

Not Applicable.

Long Form Construction; General Contractor; Non-OCIP; Non-CWA (Rev. 07-07-2025) Page|3 DSA Form 103 Statement of Structural Tests & Inspections; Section 00 01 12

DSA – FORM 103 STATEMENT OF STRUCTURAL TESTS & INSPECTIONS

Project Name: Fox Field

School District: Antelope Valley College

03-126160 Application No.:

File No.: 19-C11

3 (Revised 12/01/23) 2 of 10 DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

Increment:

STATE OF CALIFORNIA

103-25

LIST OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS

☐ Project has a geotechnical report or construction documents require special inspection by a geotechnical engineer.

☑ Project does NOT have and does NOT require a geotechnical report.

TYPE BY TYPE BY

S1 | SOILS - GENERAL C1 | CAST-IN-PLACE CONCRETE

☑ S1a: Site Preparation See Notes PI ☑ C1a: Mix Design Continuous SI

S2 | COMPACTION AND FILL ☑ C1b: Reinforcing Steel Test LOR

☐ S2a: Fill Materials Test LOR* ☑ C1c: Concrete Material Test LOR

☑ S2b: Fill Placement Continuous LOR* ☑ C1d: Strength Test Test LOR

☑ S2c: Compaction Test LOR* ☑ C1e: Batch Plant Inspection Continuous SI

S3 | DRIVEN DEEP FOUNDATIONS (PILES) C2 | PRESTRESSED CONCRETE

☐ S3a: Materials and Members Continuous GE* ☐ C2a: Tendons and Anchorage Test LOR

☐ S3b: Pile Capacity Test LOR* ☐ C2b: Tendon Placement Periodic SI

☐ S3c: Driving Operations Continuous GE* ☐ C2c: Concrete Strength Periodic SI

☐ S3d: Pile Installation Continuous GE* ☐ C2d: Stressing Operations Continuous SI

☐ S3e: Specialty Piles * * C3 | PRECAST CONCRETE

S4 | CAST-IN-PLACE DEEP FOUNDATIONS (PIERS) ☐ C3a: General Fabrication Continuous SI

☐ S4a: Drilling Operations Continuous PI ☐ C3b: General Erection Periodic SI*

☐ S4b: Pier Construction Continuous PI ☐ C3c: Diaphragm Connections Continuous SI

☐ S4c: Bearing Strata Continuous GE* ☐ C3d: Diaphragm Tolerances Periodic SI

S5 | RETAINING WALLS C4 | SHOTCRETE

☐ S5a: Backfill Placement Continuous GE* ☐ C4a: Placement Continuous SI

☐ S5b: Soil Reinf. and Drainage Continuous GE* ☐ C4b: Shotcrete Material Test LOR

☐ S5c: Segmental Retaining Walls Continuous GE* C5 | POST-INSTALLED ANCHORS

S6 | OTHER SOILS ☐ C5a: Inspection See notes SI*

☐ S6a: Soil Improvement Test Test GE* ☐ C5b: Test Test LOR

☐ S6b: Soil Improvement Inspection Continuous GE* C6 | OTHER CONCRETE

☐ S6c: Not used. N/A N/A ☐ C6a: Not used. N/A N/A

☐ S6d: Not used. N/A N/A ☐ C6b: Not used. N/A N/A

☐ S6e: Not used. N/A N/A ☐ C6c: Not used. N/A N/A

☐ S6f: Not used. N/A N/A ☐ C6d: Not used. N/A N/A

☐ S6g: Not used. N/A N/A ☐ C6e: Not used. N/A N/A

☐ S6h: Not used. N/A N/A ☐ C6f: Not used. N/A N/A

☐ S6i: Not used. N/A N/A ☐ C6g: Not used. N/A N/A

☐ S6j: Not used. N/A N/A ☐ C6h: Not used. N/A N/A

☐ S6k: Not used. N/A N/A ☐ C6i: Not used. N/A N/A

☐ S6l: Not used. N/A N/A ☐ C6k: Not used. N/A N/A

☐ S6m: Not used. N/A N/A ☐ C6l: Not used.

☐ S6n: Not used. N/A N/A Not used.

* See Appendix for additional information. * See Appendix for additional information.

DSA Test Mark - EPR Admin Change to "INCORPORATE"

N

03-126160 Application No.:

File No.: 19-C11

3 (Revised 12/01/23) 2 of 10

DSA 103 - 25

LIST OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS

DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

Increment:

M1 | STRUCTURAL MASONRY

f'm PSI:

S/A1 | STEEL AND ALUMINUM

☑ S/A1a: Material Identification Periodic *

☐ M1a: Mill Certificates - Reinf. Periodic SI* ☑ S/A1b: Unidentified Material Test LOR

☐ M1b: Material Certificates Test LOR ☑ S/A1c: Steel Fabrication Periodic SI

☐ M1c: Strength Test Test LOR ☐ S/A1d: Buckling Restrained Brace Test* LOR

☐ M1d: Mortar Proportions Periodic SI S/A2 | HIGH-STRENGTH BOLTS

☐ M1e: Grout Proportions Periodic SI ☐ S/A2a: Product Verification Periodic SI

☐ M1f: Batch Plant Inspection SI ☐ S/A2b: Bolts, Nuts, and Washers Test LOR

☐ M1g: Core Tests Test LOR ☐ S/A2c: Snug Tight Periodic SI

☐ M1h: Prisms Continuous SI ☐ S/A2d: Pretensioned / Slip-Critical * SI

☐ M1i: Dowels and Supports Periodic SI S/A3 | WELDING

☐ M1j: Reinforcement and Members Periodic SI ☑ S/A3a: Weld Material Periodic SI

☐ M1k: Reinforcement Placement Continuous SI ☑ S/A3b: Certificate of Compliance Periodic SI

☐ M1l: Grout Placement Continuous SI ☑ S/A3c: WPS and Qualifications Periodic SI

☐ M1m: Unit Layup and Joints Periodic SI* S/A4 | SHOP WELDING

☐ M1n: Cold/Hot Weather Work Periodic SI ☑ S/A4a: Weld Category A Continuous SI

☐ M1o: Anchors and Embeds Continuous SI ☑ S/A4b: Weld Category B Periodic SI

☐ M1p: Grout Cavity Continuous SI ☐ S/A4c: Stairs and Railing Periodic SI

M2 | VENEER OR GLASS BLOCK PARTITIONS ☐ S/A4d: Reinf. Steel Weldability Periodic SI

☐ M2a: Mortar and Grout Periodic SI ☐ S/A4e: Reinforcing Steel Continuous SI

☐ M2b: Unit Layup and Joints Periodic SI S/A5 | FIELD WELDING

☐ M2c: Wires and Connector Periodic SI ☑ S/A5a: Weld Category A Continuous SI

☐ M2d: Anchors and Embeds Periodic SI ☑ S/A5b: Weld Category B Periodic SI

☐ M2e: Cold/Hot Weather Work Periodic SI* ☐ S/A5c: End Welded Studs Periodic SI

☐ M2f: Adhered Veneer Bond Test LOR ☐ S/A5d: Deck Welds Periodic SI

M3 | POST-INSTALLED ANCHORS ☐ S/A5e: Cold-Formed Steel Periodic SI

☐ M3a: Inspection Varies* SI* ☐ S/A5f: Stairs and Railing Periodic SI

☐ M3b: Test Test LOR ☐ S/A5g: Reinf. Steel Weldability Periodic SI

M4 | OTHER MASONRY ☐ S/A5h: Reinforcing Steel Continuous SI

☐ M4a: Not used. N/A N/A S/A6 | NONDESTRUCTIVE TESTING

☐ M4b: Not used. N/A N/A ☑ S/A6a: Ultrasonic Test LOR

☐ M4c: Not used. N/A N/A ☑ S/A6b: Magnetic Particle Test LOR

☐ M4d: Not used. N/A N/A ☐ S/A6c:Not used. N/A N/A

☐ M4e: Not used. N/A N/A ☐ S/A6d:Not used. N/A N/A

☐ M4f: Not used. N/A N/A ☐ S/A6e:Not used. N/A N/A

☐ M4g: Not used. N/A N/A S/A7 | STEEL JOISTS AND TRUSSES

☐ M4h: Not used. N/A N/A ☐ S/A7a: Fabrication Continuous SI

☐ M4i: Not used. N/A N/A S/A8 | METAL BUILDING

☐ M4j: Not used. N/A N/A ☐ S/A8a: Inspection Periodic SI

☐ M4k: Not used. S/A9 | SPRAYED FIRE-RESISTANT MATERIALS

☐ M4l: Not used. ☐ S/A9a: Surface and Installation Periodic SI

☐ M4m: Not used. ☐ S/A9b: Density Test LOR

Not used. ☐ S/A9c: Bond: Adhesion/Cohesion Test LOR

* See Appendix for additional information. * See Appendix for additional information.

03-126160 Application No.:

File No.: 19-C11

3 (Revised 12/01/23) 2 of 10

DSA 103 - 25

LIST OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS

DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

Increment:

S/A10 | ANCHOR BOLTS AND ANCHOR RODS X | OTHER

☐ S/A10a: Anchor Rods and Bolts Test LOR ☐ X01: Product Load Test* Test LOR

☐ S/A10b: Other Threaded Rods Test LOR ☐ X02: Non-HSB Installation Torque Continuous SI*

S/A11 | STORAGE RACK SYSTEMS ☐ X03: Not used. N/A N/A

☐ S/A11a: Material Verification Periodic SI ☐ X04: Not used. N/A N/A

☐ S/A11b: Fabrication Periodic SI ☐ X05: Not used. N/A N/A

☐ S/A11c: Anchorage Periodic SI ☐ X06: Not used. N/A N/A

☐ S/A11d: Completed System Periodic SI* ☐ X07: Not used. N/A N/A

S/A12 | OTHER STEEL AND ALUMINUM ☐ X08: Not used. N/A N/A

☐ S/A12a: Not used. N/A N/A ☐ X09: Not used. N/A N/A

☐ S/A12b: Not used. N/A N/A ☐ X10: Not used. N/A N/A

☐ S/A12c: Not used. N/A N/A EXEMPTIONS

☐ S/A12d: Not used. N/A N/A Those items identified on the DSA-approved construction documents with a note indicating they are not part of the

DSA approval or those items checked below are exempt from test and special inspection requirements. The project inspector shall verify all construction complies with the approved construction documents.

☑ Soils: Eligible shallow foundation elements**.

☐ Soils: Eligible deep foundation elements - type 1**.

☐ Soils: Eligible deep foundation elements - type 2**.

☐ Concrete/Masonry: Eligible post-installed anchors**.

☑ Concrete: Batch plant inspection for items listed in and complying with CBC Section 1705A.3.3.2.

☑ Concrete: Epoxy shear dowels in nonstructural slab-on-grade per CBC Section 1910A.5.4, Exception #4.

☐ Concrete/Masonry: Reinforcing bar testing for items listed in and complying with CBC Section 1910A.2.

☐ Masonry: Freestanding site walls and retaining walls per DSA IR 21-1.

Concrete: Eligible precast elements**.

☐ Welding: Eligible fences and gates**.

☐ Welding: Eligible railing and ramps**.

☐ Welding: Eligible interior cold-formed steel framing**.

☑ Welding: Eligible equipment curbs**.

☑ Welding: Eligible components supporting MEP distribution systems**.

☐ Welding: Eligible mounts and recreational equipment**.

☐ Welding: Eligible nonstructural components**.

☐ S/A12e: Not used. N/A N/A

☐ S/A12f: Not used. N/A N/A

☐ S/A12g: Not used. N/A N/A

☐ S/A12h: Not used. N/A N/A

☐ S/A12i: Not used. N/A N/A

☐ S/A12j: Not used. N/A N/A

W1 | PREFABRICATED WOOD TRUSSES

☐ W1a: Open Web Truss Fabrication Continuous SI

☐ W1b: Metal Plate Truss Fabrication Continuous SI

W2 | MANUFACTURED WOOD ELEMENTS

☐ W2a: GL Timber Fabrication Continuous SI

☐ W2b: CLT Fabrication Continuous SI

☐ W2c: Mass Timber Erection Periodic SI

☐ W2d: Connections Type A Periodic SI

☐ W2e: Connections Type B Continuous SI

☐ W2f: Sealants Periodic SI

W3 | OTHER WOOD

☐ W3a: Not used. N/A N/A

☐ W3b: Not used. N/A N/A

☐ W3c: Not used. N/A N/A

☐ W3d: Not used. N/A N/A

☐ W3e: Not used. N/A N/A

☐ W3f: Not used. N/A N/A

☐ W3g: Not used. N/A N/A

☐ W3h: Not used. N/A N/A

* See Appendix for additional information. ** See Appendix for eligibility requirements.

DSA 103 - 25

LIST OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS

Project Name: Fox Field

School District: Antelope Valley College

03-126160

3 (Revised 12/01/23) 2 of 10 DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

Application No.: Increment:

File No.:

19-C11

IMPORTANT: This form is only a summary list of structural tests and some of the special inspections required for the project. Any items indicated on the approved construction documents with a note stating that the items are not part of the DSA approval are not considered in this form. Generally, the structural tests and special inspections noted on this form are those that will be performed by the Geotechnical Engineer of Record, Laboratory of Record, or Special Inspector. The actual complete test and inspection program must be performed as detailed on the DSA approved documents. The exemption appendix at the end of this form identifies work NOT subject to DSA requirements for special inspection or structural testing. The project inspector is responsible for providing inspection of all facets of construction, including but not limited to, special inspections not listed on this form such as structural wood framing, high-load wood diaphragms, cold-formed steel framing, anchorage of nonstructural components, etc., per Title 24, Part 2, Chapter 17A.

Legend to TYPE and BY Columns:

Continuous - Indicates continuous special inspection is required.

Periodic - Indicates periodic special inspection is required.

Test - Indicates a test is required.

GE – Indicates special inspection shall be performed by a registered geotechnical engineer or his/her authorized representative, usually associated with the Laboratory of Record.

LOR – Indicates test or special inspection shall be performed by a testing laboratory accepted in the DSA Laboratory Evaluation and Acceptance (LEA) Program (i.e., the Laboratory of Record for the project). See CAC Section 4-335.

PI - Indicates special inspection may be performed by a project inspector when specifically approved by DSA.

SI - Indicates special inspection shall be performed by an appropriately qualified/approved special inspector.

Required Verified Reports:

1. Structural Testing and Inspection: Form DSA 291

2. Concrete Batch Plant Inspection: Form DSA 291

3. Shop Welding Inspection: Form DSA 291 or DSA 292

4. Field Welding Inspection: Form DSA 291 or Form DSA 292

Verified reports are required on the following DSA forms:

DSA 291: Laboratory of

Record Verified Report

DSA 292: Special Inspectors

Employed Directly by the

District Verified Report

DSA 293: Geotechnical Verified Report

Note: To facilitate DSA electronic mark-ups and identification stamp application, DSA recommends against using secured electronic or digital signatures.

Name of Design Professional in General Responsible Charge:

Name of Structural Engineer of Record (when applicable):

Signature of Architect or Structural Engineer: Date:

STAMP

Irvine Carrillo

05.05.2026

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

03-126160

05/12/2026

Appendix: LIST OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS

Project Name: Fox Field

School District: Antelope Valley College

03-126160

3 (Revised 12/01/23) 2 of 10 DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

Application No.: Increment:

File No.:

NOTE: Undefined sections and table references found in this appendix are from the CBC, or California Building Code

S1. GENERAL:

Test or Special Inspection Code References and Notes

S1a: Site Preparation | Verify that:

• Site has been prepared properly prior to placement of controlled fill and/or excavations for foundations.

• Foundation excavations are extended to proper depth and have reached proper material.

• Materials below footings are adequate to achieve the design bearing capacity.

Refer to specific items identified in the Appendix listing exemptions for limitations. Placement of controlled fill exceeding 12'' depth under foundations is not permitted without a geotechnical report.

S2. SOIL COMPACTION AND FILL:

S2a: Fill Materials | Perform classification and testing of fill materials.

* Under the supervision of the geotechnical engineer.

S2b: Fill Placement | Verify use of proper materials, densities and inspect lift thicknesses, placement and compaction during placement of fill.

* Under the supervision of a geotechnical engineer or LOR's engineering manager. Refer to specific items identified in the end of this form listing exemptions for limitations.

S2c: Compaction | Compaction testing.

Refer to specific items identified in the Appendix listing exemptions for limitations. Placement of controlled fill exceeding 12'' depth under foundations is not permitted without a geotechnical report.

S3. DRIVEN DEEP FOUNDATIONS (PILES):

S3a: Materials and Members | Verify pile materials, sizes and lengths comply with the requirements.

* By geotechnical engineer or his or her qualified representative.

S3b: Pile Capacity | Determine capacities of test piles and conduct additional load tests as required.

* Under the supervision of the geotechnical engineer.

S3c: Driving Operations | Inspect driving operations and maintain complete and accurate records for each pile.

* By geotechnical engineer or his or her qualified representative.

Project Name: Fox Field

School District: Antelope Valley College

03-126160

3 (Revised 12/01/23) 2 of 10 DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

S3d: Pile Installation | Verify locations of piles and their plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and record any pile damage.

* By geotechnical engineer or his or her qualified representative.

S3e: Specialty Piles | For specialty piles, perform additional inspections as determined by the registered design professional in responsible charge.

* As defined on drawings or specifications.

S4. CAST-IN-PLACE DEEP FOUNDATIONS (PIERS):

Test or Special Inspection Code References and Note

S4a: Drilling Operations | Inspect drilling operations and maintain complete and accurate records for each pier.

Continuous inspection to be provided by project inspector. Refer to specific items identified in the

Appendix (end of this form) listing exemptions for limitations.

S4b: Pier Construction | Verify pier locations, diameters, plumbness, bell diameters (if applicable), lengths and embedment into bedrock (if applicable);

record concrete or grout volumes.

Continuous inspection to be provided by project inspector. Refer to specific items identified in the

Appendix (end of this form) listing exemptions for limitations.

S4c: Bearing Strata | Confirm adequate end strata bearing capacity.

Provide tests and inspections per CONCRETE section below.

S5. RETAINING WALLS:

S5a: Backfill Placement | Placement, compaction and inspection of backfill.

1705A.6.1. * By geotechnical engineer or his or her qualified representative. (See section S2 above).

S5b: Soil Reinf. and Drainage | Placement of soil reinforcement and/or drainage devices.

* By geotechnical engineer or his or her qualified representative.

S5c: Segmental Retaining Walls | Segmental retaining walls; inspect placement of units, dowels, connectors, etc.

* By geotechnical engineer or his or her qualified representative. See DSA IR 18-2.

Project Name: Fox Field

School District: Antelope Valley College

03-126160

3 (Revised 12/01/23) 2 of 10 DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

S6 | OTHER SOILS

S6a | Soil Improvements

Submit a comprehensive report documenting final soil improvements constructed, construction observation and the results of the confirmation testing and analysis to CGS (California

Geological Survey) for final acceptance.

* By geotechnical engineer or his or her qualified representative.

S6b | Inspection of Soil Improvements * By geotechnical engineer or his or her qualified representative.

S6c. | Not used. N/A

S6d. | Not used. N/A

S6e. | Not used. N/A

S6f. | Not used. N/A

S6g. | Not used. N/A

S6h. | Not used. N/A

S6i. | Not used. N/A

S6j. | Not used. N/A

S6k. | Not used. N/A

S6l. | Not used. N/A

S6m. | Not used. N/A

S6n. | Not used. N/A

Project Name: Fox Field

School District: Antelope Valley College

03-126160

3 (Revised 12/01/23) 2 of 10 DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

C1. CAST-IN-PLACE CONCRETE

C1a: Mix Design | Verify use of required design mix.

Table 1705A.3 Item 5, 1903A.4, 1904A.1, 1904A.2, 1910A.1 ;

ACI 318 Ch. 19, 26.4, 26.13.3.2.

C1b: Reinforcing Steel | Identify, sample, and test reinforcing steel.

Table 1705A.3 Item 1, 1705A.3.9, 1908A.1, 1910A.2; ACI 318 Ch. 20 and Sections 25.2, 25.3, 25.5.1, 26.6.1; DSA IR 17-10 and BU 24-02. (See Appendix (end of this form) for exemptions.)

C1c: Concrete Material | During concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

Table 1705A.3 Item 6, 1705A.3.9, 1905A.1.16; ASTM C31, ASTM C172; ACI 318 Sections 26.4, 26.5 & 26.12.

C1d: Strength Test | Test concrete (f'c).

1905A.1.16; ACI 318 Section 26.12.

C1e: Batch Plant Inspection | Batch plant inspection:

Continuous

Default of "Continuous" per 1705A.3.3. If approved by DSA, batch plant inspection may be reduced to "Periodic" subject to requirements in Section 1705A.3.3.1, or not required per 1705A.3.3.2. See IR 17-13. (See Appendix (end of this form) for exemptions.)

C2. PRESTRESSED / POST-TENSIONED CONCRETE (IN

ADDITION TO SECTION C1):

Test or Special Inspection Code References and Notes

C2a: Tendons and Anchorage | Sample and test prestressing tendons and anchorages.

1705A.3.4, Table 1705A.3 Item 1, 1910A.3; ACI 318 Ch. 20 and Sections 25.2, 26.6.1.

C2b: Tendon Placement | Inspect placement of prestressing tendons.

1705A.3.4, Table 1705A.3 Items 1 & 9; ACI 318 Ch. 20 and Sections 25.2, 26.6.1-26.6.3.

C2c: Concrete Strength | Verify in-situ concrete strength prior to stressing of post-tensioning tendons.

Table 1705A.3 Item 13; ACI 318 Sections 26.10.2, 26.11.2,

26.13.3.3. Special inspector to verify specified concrete

strength test prior to stressing.

C2d: Stressing Operations | Inspect application of post-tensioning or prestressing forces and grouting of bonded prestressing tendons.

1705A.3.4, Table 1705A.3 Item 9; ACI 318 Sections 26.10.2, 26.13.1, 26.13.3.2.

C3. PRECAST CONCRETE (IN ADDITION TO SECTION

C1):

Test or Special Inspection Code References and Notes

C3a: General Fabrication | 1. Inspect fabrication of precast concrete members. *

2. Inspect reinforcement of the following precast concrete elements or system(s):

a. special moment frames.

b. boundary elements of special structural walls.

c. coupling beams.

1705A.3 Item 1, 7. See Appendix for exemptions. *May be periodic where fabrication occurs in a PCI-certified plant.

For underground structures, NPCA plant certification is acceptable. PCI MNL-116-21; PCI MNL-117-13; NPCA Quality Control Manual (QCM) 17th Edition. See IR A-15.

Project Name: Fox Field

School District: Antelope Valley College

03-126160

3 (Revised 12/01/23) 2 of 10 DGS DSA 103-25 (Revised 12/15/25)

DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

C3b: General Erection | Inspect erection of precast concrete members.

Table 1705A.3 Item 10.

C3c: Diaphragm Connections | For precast concrete diaphragm connections or reinforcement at joints classified as moderate or high deformability elements (MDE or HDE) in structures assigned to

Seismic Design Category D, E or F, inspect such connections and reinforcement in the field for:

1. Installation of the embedded parts.

2. Completion of the continuity of reinforcement across joints.

3. Completion of connections in the field.

Table 1705A.3 Item 11.

C3d: Diaphragm Tolerances | Inspect installation tolerances of precast concrete diaphragm connections for compliance with ACI 550.5.

Table 1705A.3 Item 12

C4. SHOTCRETE (IN ADDITION TO SECTION C1):

C4a: Placement | Inspect shotcrete placement for proper application techniques.

1705A.3.9, Table 1705A.3 Item 7, 1908A.1, 1908A.2, 1908A.3.

See ACI 506.2 Section 3.4, and ACI 506R.

C4b: Shotcrete Material | Sample and test shotcrete (f'c).

1908A.1 and 1705A.3.9.

C5. POST-INSTALLED ANCHORS:

C5a: Inspection | Inspect installation of post-installed anchors

1617A.1.19, Table 1705A.3 Item 4a (Continuous) & 4b

(Periodic), 1705A.3.8 (See Appendix (end of this form) for exemptions). ACI 318 Sections 26.7.2, 26.13.1, 26.13.3.2,

26.13.3.3. * May be performed by the project inspector when specifically approved by DSA.

C5b: Test | Test post-installed anchors. 1910A.5. (See Appendix (end of this form) for exemptions.)

Project Name: Fox Field

School District: Antelope Valley College

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C6. OTHER CONCRETE:

Test or Special Inspection

Code References and Notes

C6a. | Not used. N/A

C6b. | Not used. N/A

C6c. | Not used. N/A

C6d. | Not used. N/A

C6e. | Not used. N/A

C6f. | Not used. N/A

C6g. | Not used. N/A

C6h. | Not used. N/A

C6i. | Not used. N/A

C6j. | Not used. N/A

C6k. | Not used. Not used.

C6l. | Not used. Not used.

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

M1. STRUCTURAL MASONRY:

M1a: Mill Certificates - Reinf. | Mill certificate indicates compliance with requirements for reinforcement, anchors, ties, fasteners and metal accessories. See item

C1(b) for identification, sampling and testing of reinforcing steel.

2103A.4; TMS 602-16 Article 1.5B.2 & 2.4. * To be performed by qualified LOR representative. Applicable testing by LOR. See IR 17-

10 for unidentified reinforcing steel.

M1b: Material Certificates | Producer's certificate of compliance for masonry units, mortar and grout materials.

1705A.4, 2103A.2, 2103A.3, 2103A.5; TMS 602 Articles 1.5B.2, 2.1, 2.2, 2.6A and 2.6B, and Table 7 footnote 3.

M1c: Strength Test | Test masonry (f'm).

1705A.4. For Unit Strength: 2105A.3; TMS 602 Articles

1.4B.2 ,1.5B.1 & 1.5B.2. For Prism (required when f'm > 2000 psi):2105A.2; TMS 602 Articles 1.4B.3, 1.4B.4, 1.5B.1 & 1.5B.2.

M1d: Mortar Proportions | Verify proportions or properties of site-prepared, premixed or preblended mortar.

TMS 602, Table 3 (row 5), Table 4 Item 1a. DSA PR 20-01. (See

Appendix (end of this form) for exemptions.)

M1e: Grout Proportions | Verify proportions or properties of site-prepared, premixed or preblended grout.

TMS 602, Table 3 (row 5), Table 4 Item 2d. (See Appendix (end of this form) for exemptions.)

M1f: Batch Plant Inspection | Batch plant inspection:

Periodic

Default of 'Continuous' per 1705A.3.3. If approved by DSA, batch plant inspection may be reduced to 'Periodic' subject to requirements in Section 1705A.3.3.1, or not required per

1705A.3.3.2. See IR 17-13. Refer to TMS 602 Table 3 and Table 4, Item #3a. (See Appendix (end of this form) for exemptions.)

M1g: Core Tests | Test core-drilled samples. 2105A.4. (See Appendix (end of this form) for exemptions.)

M1h: Prisms | Inspect preparation of prisms. TMS 602 Articles 1.4.B.3 & 1.4.B.4 & Table 4 Item 4.

M1i: Dowels and Supports | Verify size, location and condition of all dowels, construction supporting masonry, etc.

M1j: Reinforcement and Members | Verify size, grade and type of reinforcement, connectors, and anchor bolts.

Verify size and location of structural members.

TMS 602 Table 4, Items 1c & 3c.

M1k: Reinforcement Placement | Inspect placement of reinforcement, anchor bolts, and connectors.

TMS 602 Table 4 Item 2c.

M1l: Grout Placement | Placement, consolidation, and reconsolidation of grout.

TMS 602 Table 4 Item 3h.

M1m: Unit Layup and Joints | Inspect placement of masonry units and construction of mortar joints.

TMS 602 Table 4 Item 3b.

M1n: Cold/Hot Weather Work | Verify preparation, construction and protection of masonry during cold weather (temperature below 40⁰ F) or hot weather

(temperature above 90⁰ F).

TMS 602 Table 4 Item 3f. * May be performed by the project inspector when specifically approved by DSA.

M1o: Anchors and Embeds | Inspect type, size and location of anchors and all other items to be embedded in masonry including other details of anchorage of masonry

TMS 602 Table 4 Item 3d.

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School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

to structural members, frames and other construction.

M1p: Grout Cavity | Inspect grout space, including mortar protrusions, prior to placement of grout.

TMS 602 Table 4 Item 2a.

M2. VENEER OR GLASS BLOCK PARTITIONS:

M2a: Mortar and Grout | Verify proportions of site prepared mortar and grout and/or verify certification of premixed mortar.

TMS 602 Table 3 (row 5) and Table 4 Items 1a & 2d.

M2b: Unit Layup and Joints | Inspect placement of units and construction of mortar joints.

TMS 602 Table 4 Item 3b.

M2c: Wires and Connector | Inspect placement of wire, connectors and anchors

TMS 602 Table 4 Item 2c.

M2d: Anchors and Embeds | Inspect type, size and location of anchors and all other items to be embedded in masonry veneer including details of anchorage of masonry to veneer backing, frames and other construction.

TMS 602 Table 4 Item 3d.

M2e: Cold/Hot Weather Work | Verify preparation, construction and protection of masonry during cold weather (temperature below 40⁰

F) or hot weather (above 90⁰ F).

TMS 602 Table 4 Item 3f. * May be performed by the project inspector when specifically approved by DSA.

M2f: Adhered Veneer Bond | Test adhered veneer bond strength.

1413.2.1 (Field-constructed mock-up using specified unit, mortar, and substrate, laboratory tested in accordance with ASTM

C1823).

M3. POST-INSTALLED ANCHORS IN MASONRY:

M3a: Inspection | Inspect installation of post-installed anchors

1617A.1.19, 1705A.4, Table 1705A.3 Item 4a (Continuous) &

4b (Periodic); ACI 318 Section 26.13. * May be performed by the project inspector when specifically approved by DSA. (See

Appendix (end of this form) for exemptions.)

M3b: Test | Test post-installed anchors.

1705A.4, 1910A.5. (See Appendix (end of this form) for exemptions.)

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School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

M4. OTHER MASONRY:

M4a. | Not used.

N/A

M4b. | Not used. N/A

M4c. | Not used. N/A

M4d. | Not used. N/A

M4e. | Not used. N/A

M4f. | Not used. N/A

M4g. | Not used. N/A

M4h. | Not used. N/A

M4i. | Not used. N/A

M4j. | Not used. N/A

M4k. | Not used. Not used.

M4l. | Not used. Not used.

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

S/A1. STRUCTURAL STEEL, COLD-FORMED STEEL AND

ALUMINUM USED FOR STRUCTURAL PURPOSES

Test or Special Inspection Code References and Notes

S/A1a: Material Identification | Verify identification of all materials and:

• Mill certificates indicate material properties that comply with requirements.

• Material sizes, types and grades comply with requirements.

Table 1705A.2.1 Item 3a‒3c. 2201A.2; AISI S100 Section A3.1 &

A3.2, AISI S240 Section A3 & A5, AISI S220 Sections A4 & A6. *By special inspector or qualified technician when performed off-site.

S/A1b: Unidentified Material | Test unidentified materials

2201A.2.

S/A1c: Steel Fabrication | Verify and document steel fabrication per DSA- approved construction documents.

Not applicable to cold-formed steel light-frame construction, except for trusses (1705A.2.5).

S/A1d: Buckling Restrained Brace | Verify and document steel fabrication per DSA-approved construction documents.

Testing and special inspections in accordance with IR 22-4. For

DSA accepted fabrication shops, BRB manufacturer’s Certificate of Compliance in lieu of testing and special inspections. See IR

22-4.

S/A2. HIGH-STRENGTH BOLTS:

S/A2a: Product Verification | Verify identification markings and manufacturer's certificates of compliance conform to ASTM standards specified in the DSA-approved documents.

Table 1705A.2.1 Items 1a & 1b, 2201A.2; AISC 360 Section A3.3, J3.1, and N3.2; RCSC Section 1.5 & 2.1; DSA IR 17-8 & DSA IR 17-9.

S/A2b: Bolts, Nuts, and Washers | Test high-strength bolts, nuts and washers.

Table 1705A.2.1 Item 1c, 2216A.1; RCSC Section 7.2; DSA IR

17-8.

S/A2c: Snug Tight | Bearing-type ("snug tight") connections.

Table 1705A.2.1 Item 2a, 1705A.2.8, 2201 A.4; AISC 360 J3.1, J3.2, M2.5 & N5.6; RCSC Section 9.1; DSA IR 17-9.

S/A2d: Pretensioned / Slip-Critical | Pretensioned and slip-critical connections.

Table 1705A.2.1 Items 2b & 2c, 1705A.2.8, 2201A.4; AISC 360

J3.1, J3.2, M2.5 & N5.6; RCSC Sections 9.2 & 9.3; DSA IR 17-9

*"Continuous" or "Periodic" depends on the tightening method used.

S/A3. WELDING:

S/A3a: Weld Material | Verify weld filler material identification markings per AWS designation listed on the DSA-approved documents and the WPS.

1705A.2.7, Table 1705A.2.1 Items 4 & 5; AWS D1.1 and AWS D1.8 for structural steel; AWS D1.2 for Aluminum; AWS D1.3 for cold-formed steel; AWS D1.4 for reinforcing steel; DSA IR 17-3.

S/A3b: Certificate of Compliance | Verify weld filler material manufacturer's certificate of compliance.

DSA IR 17-3.

S/A3c: WPS and Qualifications | Verify WPS, welder qualifications and equipment.

DSA IR 17-3.

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

S/A4. SHOP WELDING (IN ADDITION TO SECTION

S/A3):

Test or Special Inspection Code References and Notes

S/A4a: Weld Category A | Inspect groove welds, multi-pass fillet welds, single pass fillet welds > 5/16", plug and slot welds.

Table 1705A.2.1 Items 5a.1‒4; AISC 360 & 370 (and AISC 341 as applicable); DSA IR 17-3.

S/A4b: Weld Category B | Inspect single-pass fillet welds ≤ 5/16", floor and roof deck welds.

1705A.2.3, Table 1705A.2.1 Items 5a.5 & 5a.6; AISC 360 & 370 (and AISC 341 as applicable); DSA IR 17-3.

S/A4c: Stairs and Railing | Inspect welding of stairs and railing systems.

1705A.2.1; AISC 360 & 370 (and AISC 341 as applicable); AWS D1.1 &

D1.3; DSA IR 17-3.

S/A4d: Reinf. Steel Weldability |

Verification of reinforcing steel weldability other than ASTM A706.

1705A.3.1; AWS D1.4; DSA IR 17-3. Verify carbon equivalent reported on mill certificates.

S/A4e: Reinforcing Steel | Inspect welding of reinforcing steel.

Table 1705A.2.1 Item 5b, 1705A.3.1, Table 1705A.3 Item 2, 1903A.5; AWS D1.4; DSA IR 17-3.

S/A5. FIELD WELDING (IN ADDITION TO SECTION

S/A3):

Test or Special Inspection Code References and Notes

S/A5a: Weld Category A | Inspect groove welds, multi-pass fillet welds, single pass fillet welds > 5/16", plug and slot welds.

Table 1705A.2.1 Items 5a.1‒4; AISC 360 & 370 (AISC 341 as applicable); DSA IR 17-3.

S/A5b: Weld Category B | Inspect single-pass fillet welds ≤ 5/16".

Table 1705A.2.1 Item 5a.5; AISC 360 & 370 (AISC 341 as applicable); DSA IR 17-3.

S/A5c: End Welded Studs | Inspect end-welded studs

(ASTM A-108) installation (including bend test).

2216A.2; AISC 360 & 370 (AISC 341 as applicable); AWS D1.1; DSA IR

17-3.

S/A5d: Deck Welds | Inspect floor and roof deck welds.

1705A.2.3, Table 1705A.2.1 Item 5a.6; AISC 360 & 370 (AISC 341 as applicable); AWS D1.3; DSA IR 17-3.

S/A5e: Cold-Formed Steel | Inspect welding of structural cold-formed steel.

1705A.2.7; AWS D1.3; DSA IR 17-3. The quality control provisions of

AISI S240 Chapter D shall also apply. * May be performed by the project inspector when specifically approved by DSA.

S/A5f: Stairs and Railing | Inspect welding of stairs and railing systems.

1705A.2.1; AISC 370 (AISC 341 as applicable); AWS D1.1 & D1.3; DSA IR 17-3. * May be performed by the project inspector when specifically approved by DSA.

S/A5g: Reinf. Steel Weldability | Verification of reinforcing steel weldability.

1705A.3.1; AWS D1.4; DSA IR 17-3. Verify carbon equivalent reported on mill certificates.

S/A5h: Reinforcing Steel | Inspect welding of reinforcing steel.

Table 1705A.2.1 Item 5b, 1705A.3.1, Table 1705A.3 Item

2, 1903A.5; AWS D1.4; DSA IR 17-3.

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

S/A6. NONDESTRUCTIVE TESTING:

S/A6a: Ultrasonic | Ultrasonic 1705A.2.1, Table 1705A.2.1 Item 4c, 1705A.2.7; AISC 341 J6.2, AISC 360 N5.5; AWS D1.1, AWS D1.8; DSA IR 17-2.

S/A6b: Magnetic Particle | Magnetic Particle 1705A.2.1, Table 1705A.2.1 Item 4c, 1705A.2.7; AISC 341 J6.2, AISC 360 N5.5; AWS D1.1, AWS D1.8; DSA IR 17-2.

S/A6c: Not used. N/A

S/A6d: Not used. N/A

S/A6e: Not used. N/A

S/A7. STEEL JOISTS AND TRUSSES:

S/A7a: Fabrication | Verify size, type and grade for all chord and web members as well as connectors and weld filler material; verify joist profile, dimensions and camber (if applicable); verify all weld locations, lengths and profiles; mark or tag each joist.

1705A.2.4, Table 1705A.2.4; AWS D1.1; DSA IR 22-3 for steel joists only. 1705A.2.5; AWS D1.3 for cold-formed steel trusses.

S/A8. METAL BUILDING:

S/A8a: Inspection | Inspect:

• Installation of rafter/beam flange braces and column flange braces.

• Installation of purlins and girts, including specified lapping.

• Purlin and girt restraint/bridging/bracing.

• Installation of X-bracing, tightened to remove any sag

1705A.2.6, Table 1705A.2.6, 1705A.2.1, 1705A.2.3, 1705A.2.4 and

1705A.2.5

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

S/A9. SPRAYED FIRE-RESISTANT MATERIALS:

S/A9a: Surface and Installation | Examine structural steel surface conditions, inspect application, take samples, measure thickness and verify compliance of all aspects of application with DSA-approved documents.

1705A.15, 1705A.15.1, 1705A.15.2, 1705A.15.3, 1705A.15.4, 1705A.15.5, 1705A.15.6.

S/A9b: Density | Test density. 1705A.15.1, 1705A.15.5, ASTM E605

S/A9c: Bond: Adhesion/Cohesion | Bond strength adhesion/cohesion.

1705A.15.1, 1705A.15.6, ASTM E736

S/A10. ANCHOR BOLTS AND ANCHOR RODS:

S/A10a: Anchor Rods and Bolts | Anchor Bolts and

Anchor Rods

Identify, sample and test anchor bolts and anchor rods not meeting exemptions identified in Section 1 of IR 17-11.

S/A10b: Other Threaded Rods | Threaded rod not used for foundation anchorage.

Identify, sample and test threaded rods not meeting exemptions identified in Section 1 of IR 17-11.

S/A11. STORAGE RACK SYSTEMS:

S/A11a: Material Verification | Materials used, to verify compliance with one or more of the material test reports in accordance with the approved construction documents.

Table 1705A.13.7

S/A11b: Fabrication | Fabricated storage rack elements.

1704A.2.5; Table 1705A.13.7

S/A11c: Anchorage | Storage rack anchorage installation.

ANSI/MH16.1 Section 7.3.2; Table 1705A.13.7

S/A11d: Completed System | Completed storage rack system to indicate compliance with the approved construction documents.

Table 1705A.13.7; * May be performed by the project inspector when specifically approved by DSA.

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

S/A12. Other Steel

S/A12a. | Not used. N/A

S/A12b. | Not used. N/A

S/A12c. | Not used. N/A

S/A12d. | Not used. N/A

S/A12e. | Not used. N/A

S/A12f. | Not used. N/A

S/A12g. | Not used. N/A

S/A12h. | Not used. N/A

S/A12i. | Not used. N/A

S/A12j. | Not used. N/A

S/A12k. | Not used. Not used.

S/A12l. | Not used. Not used.

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

W1. PREFABRICATED WOOD TRUSSES:

W1a: Open Web Truss Fabrication | Inspect fabrication of manufactured open-web trusses.

1705A.5.6; DSA IR 23-8.

W1b: Metal Plate Truss Fabrication | Inspect fabrication of manufactured metal-plate- connected trusses.

1705A.5.6, 1705A.5.7; DSA IR 23-4.

W2. MANUFACTURED WOOD STRUCTURAL ELEMENTS:

W2a: GLS Timber Fabrication | Inspect fabrication of structural glued-laminated timber.*

* See 1705A.5.5 for exceptions

W2b: CLT Fabrication | Inspect fabrication of cross-laminated timber.

1705A.5.5

W2c: Mass Timber Erection | Inspect erection of mass timber.

Table 1705A.5.3, Item 2

W2d: Connections Type A | Inspect mass timber connections with threaded fasteners, bolts, and/or adhesive anchors other than described in item e below.

Inspect concealed mass timber connections.

Table 1705A.5.3, Items 3.1, 3.3, 3.4, 3.5. For threaded fasteners: Verify use of proper installation equipment. Verify use of pre-drilled holes where required. Inspect screws, including diameter, length, head type, spacing, installation angle, and depth.

W2e: Connections Type B | Inspect mass timber connections with adhesive anchors installed in a horizontal or upward orientation.

Table 1705A.5.3, Item 3.2

W2f: Sealants | Inspect application of sealants or adhesives applied to mass timber elements.

1705A.20

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

W3. OTHER Wood:

W3a. | Not used. N/A

W3b. | Not used. N/A

W3c. | Not used. N/A

W3d. | Not used. N/A

W3e. | Not used. N/A

W3f. | Not used. N/A

W3g. | Not used. N/A

W3h. | Not used. N/A

W3i. | Not used. N/A

W3j. | Not used. N/A

W3k. | Not used. Not used.

W3l. | Not used. Not used.

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

X1. OTHER:

X01. | Load test for identified product(s):

1709A.2, 1709A.3. Testing is not required for: 1) a product with a valid evaluation service report per DSA IR A-5, or 2) a product that can be justified by structural calculation.

X02. | Installation torque for non-HS bolts on communication tower identified as essential service facility projects (ESFP).

Calibrated wrench use required, verified by SI during installation. DSA Policy PL 18-01: Communication Towers, Poles and Buildings Utilized by State Agencies for Essential Services Communications.

*EXCEPTION: Non-ESFP may use PI without need for notification to

DSA.

X03. | Not used. N/A

X04. | Not used. N/A

X05. | Not used. N/A

X06. | Not used. N/A

X07. | Not used. N/A

X08. | Not used. N/A

X09. | Not used. N/A

X10. | Not used. N/A

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

EXEMPTIONS

SOILS - EXEMPTIONS:

Soils: Eligible shallow foundation elements | Shallow foundations, are exempt from special inspections and testing by a Geotechnical Engineer for the following cases: A) buildings without a geotechnical report and meeting the exception Item #1 criteria in CBC Section 1803A.2 supported by native soil (any excavation depth) or fill soil (not exceeding 12" depth per CBC, Section 1804A.6), B) soil scarification/recompaction not exceeding 12" depth, C) native or fill soil supporting exterior non-structural flatwork (e.g., sidewalks, site concrete ramps, site stairs, parking lots, driveways, etc.), D) unpaved landscaping and playground areas, or E) utility trench backfill with depth not exceeding 12". These exempt structures shall be identified on the approved construction documents.

Soils: Eligible deep foundation elements, Type 1 | Deep foundation acting as cantilever footing with a design based on minimum allowable pressures per CBC Table 1806A.2 and without a geotechnical report are exempt from special inspection and testing by a Geotechnical Engineer for the following cases: A) free standing sign or scoreboard, B) cell or antenna towers and poles less than 35'-0" tall (e.g., lighting poles, flag poles, poles supporting open mesh fences, etc.). These exempt structures shall be identified on the approved construction documents.

Soils: Eligible deep foundation elements Type 2 | Deep foundation acting as cantilever footing with a design based on minimum allowable pressures per CBC Table 1806A.2 and without a geotechnical report are exempt from special inspection and testing by a Geotechnical Engineer for the following cases: A) single-story open fabric shade structure, or B) covered walkway structure with an apex height less than 10'-

0" above adjacent grade. These exempt structures shall be identified on the approved construction documents.

CONCRETE/MASONRY - EXEMPTIONS:

Concrete/Masonry: Eligible post-installed anchors | Post-installed anchors for the following: A) exempt non-structural components (e.g., mechanical, electrical, plumbing equipment – see item 7 for "Welding" in the Appendix below) given in CBC Section 1617A.1.18 or B) interior nonstructural wall partitions meeting criteria listed in exempt item 3 for "Welding" in the Appendix below.

Concrete: Batch plant inspection for items listed in and complying with CBC Section 1705A.3.3.2. | Concrete batch plant inspection is not required for items given in CBC Section 1705A.3.3.2 subject to the requirements and limitations in that section.

Concrete: Epoxy shear dowels in nonstructural slab-on-grade per CBC Section 1910A.5.4, Exception #4. | Epoxy shear dowels in site flatwork and/or other nonstructural concrete.

Concrete/Masonry: Reinforcing bar testing for items listed in and complying with CBC Section 1910A.2. | Testing of reinforcing bars is not required for items given in CBC Section 1910A.2 subject to the requirements and limitations in that section. These exempt structures shall be identified on the approved construction documents.

Masonry: Freestanding site walls and retaining walls per DSA IR 21-1. | Freestanding and site retaining masonry walls may be exempt from certain DSA masonry testing and special inspection items as allowed per

DSA IR 21-1.

Eligible precast elements | Structural tests and special inspections are not required for the following concrete precast elements. Provide a certificate of compliance at delivery. Exemptions shall be identified on the approved construction documents.

1. Underground vaults no greater than 5 feet x 5 feet x unlimited height and pipe manufactured to an ASTM standard, 5 foot or less in diameter.

2. Elements manufactured in a PCI or NPCA certified manufacturing plant:

Project Name: Fox Field

School District: Antelope Valley College

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DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES

A. Underground vaults no greater than 16 feet in both length and width, of unlimited height, not subject to loading greater than HS 20-44.

B. Pipe.

C. Stair treads, landing planks.

WELDING - EXEMPTIONS:

Welding: Eligible fences and gates | Fences, gates with maximum leaf span of 10', and gates with a maximum rolling section of 10' all having an apex height less than 8'-0" above lowest adjacent grade.

Welding: Eligible railing and ramps | Handrails, guardrails, and modular or relocatable ramps associated with walking surfaces less than 30" above adjacent grade; fillet welds shall not be ground flush.

Welding: Eligible interior cold-formed steel framing | Non-bearing non-shearwall interior cold-formed steel framing spanning less than 15'-0" in height and header less than 10'-0" in opening width, such as in interior partitions, interior soffits, etc.

Welding: Eligible equipment curbs | Manufactured support frames and curbs using hot rolled or cold-formed steel (i.e., light gauge) for mechanical, electrical, or plumbing equipment weighing less than 2000#

(equipment only) (connections of such frames to superstructure elements using welding will require special inspection.)

Welding: Eligible components supporting MEP distribution systems | Manufactured components (e.g., Tolco, B-Line, Afcon, etc.) for mechanical, electrical, or plumbing hanger support and bracing (connections of such components to superstructure elements using welding will require special inspection.)

Welding: Eligible mounts and recreational equipment | TV Brackets, projector mounts with a valid listing

(see DSA IR A-5) and recreational equipment (e.g., playground structures, basketball backstops, etc.)

(connections of such elements to superstructure elements using welding will require special inspection.)

Welding: Eligible nonstructural components | Any support for exempt non-structural components given in CBC

Section 1617A.1.18 meeting the following: A) when supported on a floor/roof, <400# or resulting composite center of mass (including component's center of mass) ≤4' above supporting floor/roof, B) when hung from a wall or roof/floor, and <20# for discrete units or <5 plf for distributed systems.

Long Form Construction; General Contractor; Non-OCIP; Non-CWA (Rev. 07-07-2025) Page|4 Notice Calling for Bids; Section 00 11 13

FOX FIELD RELOCATION OF (1) 60X40 MODULAR CLASSROOM BUILDING; AVC2026/2027-3

NOTICE TO CONTRACTORS CALLING FOR BIDS

(CUPCCAA FORMAL BIDDING PROCEDURES; PUBLIC CONTRACT CODE §22032)

DISTRICT ANTELOPE VALLEY COMMUNITY COLLEGE DISTRICT

PROJECT DESCRIPTION AVC2026/2027-3 FOX FIELD RELOCATION OF (1) 60X40

MODULAR CLASSROOM BUILDING

Project No.:: 24-014

LATEST TIME/DATE FOR

SUBMISSION OF BID

PROPOSALS

Wednesday, August 19, 2026

10:00 AM

LOCATION FOR SUBMISSION

OF BID PROPOSALS

Electronic Submittal:

Antelope Valley Community College District PlanetBids Vendor Portal at:

https://www.avc.edu/purchasing-and-contracts/bid-opportunities Paper/Hard Copy Submittal:

Antelope Valley Community College District Facilities Services 3041 W Ave K Lancaster, California 93536

LOCATION FOR OBTAINING

BID AND CONTRACT

DOCUMENTS

Antelope Valley Community College District PlanetBids Vendor Portal at:

https://www.avc.edu/purchasing-and-contracts/bid-opportunities

NOTICE IS HEREBY GIVEN that the above-named California…