© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom

SITE MAP

VICINITY MAP

E0.0

NONE

TITLE SHEET

CODES AND PREFERENCES SHEET INDEX

SYMBOLS AND ABBREVIATIONS

EVSE DESCRIPTION SCOPE OF WORK

EXISTING EVSE SPACES NEW EVSE SPACES

FLEET WORKPLACE

PROJECT

LOCATION

PROJECT

WORKING AREA

(25 PROPOSED

EVSE SPACES)

PROJECT

WORKING AREA

(13 PROPOSED

EVSE SPACES)

FLEET WORKPLACE FLEET WORKPLACE

TOTAL EVSE SPACES

Know what's below.

before you dig.Call

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services

Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

KKHLM JSV WP

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

Know what's below.

before you dig. Call

09/10/24

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

V1

SFM NUMBER:24-3676

16 TOTAL SHEETS

PROJECT NUMBER:

00000000009951

FLEET: 6 DUAL PORT CHARGER AND 1 SINGLE PORT CHARGER

WORKPLACE: 11 DUAL PORT CHARGER AND 3 SINGLE PORT CHARGER

V2V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

TEST MARK (For DSA Use Only) Prior to adding document to the Session the Plan Reviewer shall place this test mark off the top edge of the first sheet and change status to "INCORPORATE". If Back-check menu does not show or the color does not change to green, the Plan Reviewer shall fix the back-check menu. For guidance on how to fix the back-check menu, refer to "_DSA EPR Support > Help Desk > Fixing Back Check Menu"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:

02-123050

3/13/2025

CDVA - Electric Vehicle Supply Equipment - Yountville

PROJECT NUMBER: 000000000009951; 10/03/25

RE

EN

I

GN

E

LANOISSEFORP

DERETSI

GER

STATE OF CALIFORNIA

EXP. 9-30-23

No. 23575

ELECTRICAL

JON

ALVAREZ

E0.1

NONE

ELECTRICAL NOTES

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

09/23/22

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

KKHLM JSV WP

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

SPECIAL INSPECTIONS REQUIRED

CONCRETE CONSTRUCTION:

STEEL CONSTRUCTION:

GENERAL NOTES:

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/28/22

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

22-4225

09/06/24

V1

09/10/24

PROJECT NUMBER:

00000000009951

V2V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

CDVA - Electric Vehicle Supply Equipment - Yountville

PROJECT NUMBER: 000000000009951; 10/03/25

AutoCAD SHX Text: N AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 8 AutoCAD SHX Text: 5 AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 24 X 36 AutoCAD SHX Text: CAD FILE:

AutoCAD SHX Text: R AutoCAD SHX Text: Q AutoCAD SHX Text: P AutoCAD SHX Text: O AutoCAD SHX Text: N AutoCAD SHX Text: M AutoCAD SHX Text: L AutoCAD SHX Text: K AutoCAD SHX Text: J AutoCAD SHX Text: I AutoCAD SHX Text: H AutoCAD SHX Text: G AutoCAD SHX Text: F AutoCAD SHX Text: E AutoCAD SHX Text: D AutoCAD SHX Text: C AutoCAD SHX Text: B AutoCAD SHX Text: A AutoCAD SHX Text: R AutoCAD SHX Text: Q AutoCAD SHX Text: P AutoCAD SHX Text: O AutoCAD SHX Text: N AutoCAD SHX Text: M AutoCAD SHX Text: L AutoCAD SHX Text: K AutoCAD SHX Text: J AutoCAD SHX Text: I AutoCAD SHX Text: H AutoCAD SHX Text: G AutoCAD SHX Text: F AutoCAD SHX Text: E AutoCAD SHX Text: D AutoCAD SHX Text: C AutoCAD SHX Text: B AutoCAD SHX Text: A AutoCAD SHX Text: 10 AutoCAD SHX Text: 9 AutoCAD SHX Text: 8 AutoCAD SHX Text: 7 AutoCAD SHX Text: 6 AutoCAD SHX Text: 5 AutoCAD SHX Text: 4 AutoCAD SHX Text: 3 AutoCAD SHX Text: 2 AutoCAD SHX Text: 1 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 7 AutoCAD SHX Text: 9 AutoCAD SHX Text: 11 AutoCAD SHX Text: 6 AutoCAD SHX Text: 8 AutoCAD SHX Text: 10 AutoCAD SHX Text: 12 AutoCAD SHX Text: Issue AutoCAD SHX Text: Date AutoCAD SHX Text: No.

AutoCAD SHX Text: Description AutoCAD SHX Text: Project AutoCAD SHX Text: Drawn AutoCAD SHX Text: File Date AutoCAD SHX Text: Supervisor AutoCAD SHX Text: Sheet Title AutoCAD SHX Text: Designed AutoCAD SHX Text: Work Order AutoCAD SHX Text: Sheet Number AutoCAD SHX Text: Sheet Scale AutoCAD SHX Text: Reference North AutoCAD SHX Text: DSA Building Number AutoCAD SHX Text: Vault File Number AutoCAD SHX Text: Checked AutoCAD SHX Text: Client Agency AutoCAD SHX Text: Address AutoCAD SHX Text: SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN APPROVED INSPECTOR AGENCY U.N.O. EMPLOYED BY THE OWNER. THE SPECIAL INSPECTOR SHALL BE CERTIFIED BY THE INTERNATIONAL CODE COUNCIL (I.C.C.) TO PERFORM SPECIAL INSPECTION FOR THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND/OR THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. THEN, IF UNCORRECTED, TO THE STRUCTURAL ENGINEER AND TO THE BUILDING OFFICIAL. THE INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AS WELL AS THE ADOPTED REGULATIONS, CODES, AND ORDINANCES, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. IT SHALL BE THE CONTRACTORS'S SOLE RESPONSIBILITY TO PROVIDE AT LEAST 3 WORKING DAYS ADVANCED NOTICE TO THE STATE/STATE'S REPRESENTATIVE WHEN WORK IS READY FOR ANY REQUIRED SPECIAL INSPECTIONS. SHOP INSPECTION OF STEEL CONSTRUCTION IS NOT REQUIRED WHEN THE WORK IF DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT THE SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS. SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF WORKS PERFORMED IN THE FIELD, OR NOT PERFORMED IN AN APPROVED FABRICATION SHOP AS DEFINED ABOVE, UNLESS NOTED AS "N/A". EVSE INSTRUCTION MANUAL AND TESTING CERTIFICATES SHALL BE AVAILABLE FOR THE INSPECTOR DURING THE COMMISSIONING STAGES. 1. INSPECTION OF POST INSTALLED ANCHORS INSTALLED IN HARDENED CONCRETE INSPECTION OF POST INSTALLED ANCHORS INSTALLED IN HARDENED CONCRETE 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARD SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS 2. MATERIAL VERIFICATION OF STRUCTURAL STEEL A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 3. MATERIAL VERIFICATION OF WELD FILLER MATERIAL: 4. INSPECTION OF WELDING: 1. SINGLE PASS FILLET WELDS < = 5/16" AutoCAD SHX Text: CONT AutoCAD SHX Text: PERIODIC AutoCAD SHX Text: N/A AutoCAD SHX Text: CONT AutoCAD SHX Text: PERIODIC AutoCAD SHX Text: N/A AutoCAD SHX Text: 1. ALL EQUIPMENT AND PARTS SHALL BE PROVIDED BY CONTRACTOR UNLESS STATED IN THE DRAWINGS OR ALL EQUIPMENT AND PARTS SHALL BE PROVIDED BY CONTRACTOR UNLESS STATED IN THE DRAWINGS OR SPECIFICATION OTHERWISE. 2. PROVIDE CONDUIT SYSTEM TO ENSURE A NEAT AND PROPER FINAL INSTALLATION, WITH CONDUIT ROUTED TIGHT TO PROVIDE CONDUIT SYSTEM TO ENSURE A NEAT AND PROPER FINAL INSTALLATION, WITH CONDUIT ROUTED TIGHT TO THE STRUCTURE AND PARALLEL OR PERPENDICULAR TO STRUCTURAL MEMBERS. AFTER INSTALLATION IS COMPLETE, PROPERLY CLEAN CONDUIT FITTINGS, J-BOXES, HANDHOLES AND SUPPORT BRACKETS. 3. ELECTRICAL MATERIAL SHALL BE NEW AND LISTED WITH THE UNDERWRITERS LABORATORIES, INC. (UL), SHALL MEET ELECTRICAL MATERIAL SHALL BE NEW AND LISTED WITH THE UNDERWRITERS LABORATORIES, INC. (UL), SHALL MEET THEIR REQUIREMENTS, AND SHALL BEAR THEIR LABEL. 4. GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH APPLICABLE CODES. GREEN INSULATED COPPER GROUNDING GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH APPLICABLE CODES. GREEN INSULATED COPPER GROUNDING SHALL BE PROVIDED TO EACH RECEPTACLE, ENCLOSURE, DEVICE, FIXTURE, ETC. FOR THE ENTIRE WORK. THE RACEWAYS SHALL NOT BE USED FOR “EQUIPMENT GROUNDING”. EQUIPMENT GROUNDING”. . 5. MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION PER SECTION 1613A OF 2019 CALIFORNIA BUILDING CODE (CBC). 6. WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STATE IN WRITING. 7. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL COMPARE SUCH THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL COMPARE SUCH FIELD MEASUREMENTS, CONDITIONS AND ANY OTHER RELATED INFORMATION KNOWN BY THE CONTRACTOR WITH THE CONTRACT DOCUMENT BEFORE COMMENCING THE WORK. ANY INCONSISTENCIES SHALL BE IMMEDIATELY REPORTED TO THE STATE IN WRITING. 8. ALL ITEMS ARE NEW (N) UNLESS OTHERWISE SHOWN AS EXISTING (E). ALL ITEMS ARE NEW (N) UNLESS OTHERWISE SHOWN AS EXISTING (E). 9. THE CONTRACTOR SHALL CLEAN, PATCH AND REPAIR ANY DAMAGE DONE TO ITEMS DURING THE CONTRACT PERIOD THE CONTRACTOR SHALL CLEAN, PATCH AND REPAIR ANY DAMAGE DONE TO ITEMS DURING THE CONTRACT PERIOD AND RESTORE FINISHES OF THOSE REMAINING ITEMS TO MATCH EXISTING (E) ADJ. 10. CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED WITH SUITABLE SEALANT TO CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED WITH SUITABLE SEALANT TO MAINTAIN FIRE SEPARATION RATING. 3M MOLDABLE PUTTY, NELSON OR EQUAL. 11. PROJECT LOCATIONS BUILT PRIOR TO 1980 ARE PRESUMED TO HAVE ASBESTOS CONTAINING MATERIALS. ALL PROJECT LOCATIONS BUILT PRIOR TO 1980 ARE PRESUMED TO HAVE ASBESTOS CONTAINING MATERIALS. ALL MATERIALS AFFECTED BY THIS PROJECT IN LOCATIONS BUILT PRIOR TO 1980 SHALL BE REMOVED AS ASBESTOS CONTAINING MATERIALS IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. 12. CONTRACTOR SHALL PROVIDE GROUND PENETRATING RADAR OR OTHER TESTING METHODS TO DETERMINE CONTRACTOR SHALL PROVIDE GROUND PENETRATING RADAR OR OTHER TESTING METHODS TO DETERMINE LOCATIONS OF REINFORCING STEEL AND/OR STRUCTURAL TENDONS WHERE CONCRETE CORING IS REQUIRED. CONTRACTOR SHALL AVOID ALL REINFORCING STEEL AND TENDONS WHEN DRILLING. 13. CONTRACTOR SHALL EVALUATE DURING CONSTRUCTION IF PULLBOX'S ARE REQUIRED AT CONDUIT BENDS TO CONTRACTOR SHALL EVALUATE DURING CONSTRUCTION IF PULLBOX'S ARE REQUIRED AT CONDUIT BENDS TO INCREASE PERFORMANCE OF CABLE PULLING. 14. ALL WORK SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION INCLUDED AS COMPLEMENTARY ALL WORK SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION INCLUDED AS COMPLEMENTARY DOCUMENT OF BID PACKAGE. 15. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND DIMENSIONS BEFORE COMMENCING WORK. EXACT LOCATION, CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND DIMENSIONS BEFORE COMMENCING WORK. EXACT LOCATION, ELEVATION, AND METHOD OF SUPPORTING CONDUITS AND CABLE SHALL BE DETERMINED AT TIME OF INSTALLATION. 16. THE ELECTRICAL DETAIL SHEETS ARE TYPICAL STANDARD DETAILS, AND NOT ALL DETAILS ARE NECESSARILY USED THE ELECTRICAL DETAIL SHEETS ARE TYPICAL STANDARD DETAILS, AND NOT ALL DETAILS ARE NECESSARILY USED OR APPLY FOR A SITE BID PACKAGE.

R

EE

NI

GN

E

LANOISSEFORP

DERETSI

GE

R

STATE OF CALIFORNIA

EXP. 9-30-23

No. 23575

ELECTRICAL

JON

ALVAREZ

E1.0

NONE

SINGLE LINE DIAGRAM

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services

Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

AJCPSS PSS JMS

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

09/23/22

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

AND SCHEDULES -

(E) SW-A2

T-EVSE1

DB-EVSE1

SINGLE LINE DIAGRAM

DB-EVSE1 PANEL SCHEDULE

CDVA YOUNTVILLE ADMIN PARKING

NOTES:

VOLTAGE DROP CALCULATION

WORKPLACE

FEEDER SCHEDULE

09/06/24

V1

09/10/24

PROJECT NUMBER:

00000000009951

V2V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

RE

EN

IG

NE

LANOISSEFORP

DERETSI

GER

STATE OF CALIFORN IA

EXP. 9-30-23

No. 23575

ELECTRICAL

JON

ALVAREZ

E2.0

AS SHOWN

ELECTRICAL SITE PLAN -

WORK PLACE KEY PLAN

ELECTRICAL SITE PLAN

WORK PLACE - AREA - A

ELECTRICAL

SITE PLAN

WORKPLACE

AREA - B

DRAWING LIMITS

DRAWING LIMITS

D R A W

IN

G L

IM

IT

S

D R A W

IN

G L

IM

IT

S

Know what's below.

before you dig. Call

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

09/23/22

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

KKHLM JSV WP

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/28/22

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

22-4225

09/06/24

V1

09/10/24

PROJECT NUMBER:

00000000009951

V2V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

CDVA - Electric Vehicle Supply Equipment - Yountville

PROJECT NUMBER: 000000000009951; 10/03/25

AutoCAD SHX Text: S AutoCAD SHX Text: TEE AutoCAD SHX Text: GREEN AutoCAD SHX Text: GREEN AutoCAD SHX Text: PILE AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DI AutoCAD SHX Text: DI AutoCAD SHX Text: S AutoCAD SHX Text: S AutoCAD SHX Text: DI AutoCAD SHX Text: DI AutoCAD SHX Text: DI AutoCAD SHX Text: DI AutoCAD SHX Text: S AutoCAD SHX Text: S AutoCAD SHX Text: S AutoCAD SHX Text: S AutoCAD SHX Text: DI AutoCAD SHX Text: ASPH AutoCAD SHX Text: S AutoCAD SHX Text: S AutoCAD SHX Text: DI AutoCAD SHX Text: ASPH AutoCAD SHX Text: DI AutoCAD SHX Text: S AutoCAD SHX Text: S AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DI AutoCAD SHX Text: DI AutoCAD SHX Text: DI AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: V AutoCAD SHX Text: V AutoCAD SHX Text: V AutoCAD SHX Text: V AutoCAD SHX Text: V AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: V AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DI AutoCAD SHX Text: MH AutoCAD SHX Text: S AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: V AutoCAD SHX Text: V AutoCAD SHX Text: DI AutoCAD SHX Text: CONC AutoCAD SHX Text: DI AutoCAD SHX Text: DENSE AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: TREES AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: DENSE AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: TREES AutoCAD SHX Text: FH AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: DENSE AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: TREES AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: PANEL 4 AutoCAD SHX Text: ELEV=131.72 AutoCAD SHX Text: S AutoCAD SHX Text: S AutoCAD SHX Text: MH AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: DI AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DI AutoCAD SHX Text: S AutoCAD SHX Text: V AutoCAD SHX Text: V AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: SHADOWS AutoCAD SHX Text: ASPH AutoCAD SHX Text: S AutoCAD SHX Text: MH AutoCAD SHX Text: S AutoCAD SHX Text: S AutoCAD SHX Text: DENSE TREES AutoCAD SHX Text: DENSE BRUSH AutoCAD SHX Text: DENSE AutoCAD SHX Text: DENSE AutoCAD SHX Text: TREES AutoCAD SHX Text: TREES AutoCAD SHX Text: FH AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: X AutoCAD SHX Text: SERVICE ROAD AutoCAD SHX Text: SECTION "H" AutoCAD SHX Text: SDMH AutoCAD SHX Text: ADMINISTRATION BUILDING AutoCAD SHX Text: CHAPEL AutoCAD SHX Text: 131 AutoCAD SHX Text: 130 AutoCAD SHX Text: 129 AutoCAD SHX Text: 132 AutoCAD SHX Text: 133 AutoCAD SHX Text: 134 AutoCAD SHX Text: NO PARKING AutoCAD SHX Text: VAN AutoCAD SHX Text: EV CHARGING ONLY AutoCAD SHX Text: N AutoCAD SHX Text: ELECTRICAL SITE PLAN AutoCAD SHX Text: 1/32"=1'-0" AutoCAD SHX Text: R AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 8 AutoCAD SHX Text: 5 AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 24 X 36 AutoCAD SHX Text: CAD FILE:

AutoCAD SHX Text: R AutoCAD SHX Text: Q AutoCAD SHX Text: P AutoCAD SHX Text: O AutoCAD SHX Text: N AutoCAD SHX Text: M AutoCAD SHX Text: L AutoCAD SHX Text: K AutoCAD SHX Text: J AutoCAD SHX Text: I AutoCAD SHX Text: H AutoCAD SHX Text: G AutoCAD SHX Text: F AutoCAD SHX Text: E AutoCAD SHX Text: D AutoCAD SHX Text: C AutoCAD SHX Text: B AutoCAD SHX Text: A AutoCAD SHX Text: R AutoCAD SHX Text: Q AutoCAD SHX Text: P AutoCAD SHX Text: O AutoCAD SHX Text: N AutoCAD SHX Text: M AutoCAD SHX Text: L AutoCAD SHX Text: K AutoCAD SHX Text: J AutoCAD SHX Text: I AutoCAD SHX Text: H AutoCAD SHX Text: G AutoCAD SHX Text: F AutoCAD SHX Text: E AutoCAD SHX Text: D AutoCAD SHX Text: C AutoCAD SHX Text: B AutoCAD SHX Text: A AutoCAD SHX Text: 10 AutoCAD SHX Text: 9 AutoCAD SHX Text: 8 AutoCAD SHX Text: 7 AutoCAD SHX Text: 6 AutoCAD SHX Text: 5 AutoCAD SHX Text: 4 AutoCAD SHX Text: 3 AutoCAD SHX Text: 2 AutoCAD SHX Text: 1 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 7 AutoCAD SHX Text: 9 AutoCAD SHX Text: 11 AutoCAD SHX Text: 6 AutoCAD SHX Text: 8 AutoCAD SHX Text: 10 AutoCAD SHX Text: 12 AutoCAD SHX Text: Issue AutoCAD SHX Text: Date AutoCAD SHX Text: No.

AutoCAD SHX Text: Description AutoCAD SHX Text: Project AutoCAD SHX Text: Drawn AutoCAD SHX Text: File Date AutoCAD SHX Text: Supervisor AutoCAD SHX Text: Sheet Title AutoCAD SHX Text: Designed AutoCAD SHX Text: Work Order AutoCAD SHX Text: Sheet Number AutoCAD SHX Text: Sheet Scale AutoCAD SHX Text: Reference North AutoCAD SHX Text: DSA Building Number AutoCAD SHX Text: Vault File Number AutoCAD SHX Text: Checked AutoCAD SHX Text: Client Agency AutoCAD SHX Text: Address

E2.1

AS SHOWN

DB-EVSE1T-EVSE1

(E) SW-A2

EVSE SINGLE PORT PEDESTAL

(NIC)(TYP.)

EVSE DUAL PORT PEDESTAL

(NIC)(TYP.)

FOR CONTINUATION SEE ABOVE VIEW

FO

R

CO

NT

IN

UA

TI

ON

S

EE

B

EL

OW

V

IE

W

Know what's below.

before you dig.Call

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105 West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

KKHLMJSVWP

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

Know what's below.

before you dig.Call

09/10/24 100% CONSTRUCTION DRAWING

SFM SUBMITTAL

ELECTRICAL SITE PLAN

- WORKPLACE

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

R E

EN

I

GN

E

LANOISSEFORP

DERETSI

GE

R

STATE OF CALIFORNIA

EXP. 9-30-23

No. 23575

ELECTRICAL

JON

ALVAREZ

E3.0

NONE

SINGLE LINE DIAGRAM

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services

Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

AJCPSS PSS JMS

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

09/23/22

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

AND SCHEDULES - FLEET

PANEL SCHEDULE

VOLTAGE DROP CALCULATION

NOTES:

(E) SW-C1

T-EVSE2

DB-EVSE2

SINGLE LINE DIAGRAM

CDVA YOUNTVILLE FLEET PARKING

FEEDER SCHEDULE

09/06/24

V1

09/10/24

PROJECT NUMBER:

00000000009951

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

E4.0

ELECTRICAL SITE PLAN

- FLEET

DB-EVSE2

T-EVSE2

DRAWING LIMITS

DRAWING LIMITS

D R A W

IN

G L

IM

IT

S

D R A W

IN

G L

IM

IT

S

Know what's below.

before you dig.Call

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services

Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

KKHLM JSV WP

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

Know what's below.

before you dig. Call

09/10/24

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

E4.1

ELECTRICAL SITE PLAN

Know what's below.

before you dig. Call

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services

Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

09/23/22

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

KKHLM JSV WP

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

DB-EVSE2

T-EVSE2

EVSE DUAL PORT PEDESTAL

(NIC)(TYP.)

EVSE SINGLE PORT PEDESTAL

(NIC)(TYP.)

- FLEET

DRAWING LIMITS

DRAWING LIMITS

D R A W

IN

G L

IM

IT

S

D R A W

IN

G L

IM

IT

S

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

E5.0

NONE

ELECTRICAL DETAILS

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services

Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

AJCPSS PSS JMS

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

09/23/22

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

CONCRETE

CURB

EVSE PER

PLAN

PROPOSED OSHA

SAFETY GREEN 14120

STRIP

MIN. 12" HIGH WHITE LETTERS,

WITHIN 6" OF THE STALL

CENTERLINE AND ALIGNED AT THE

BOTTOM OF THE PARKING STALL

SECTION A-A

MEDIUM VOLTAGE

ELECTRICAL VAULT

V2V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

E5.1

NONE

ELECTRICAL DETAILS

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services

Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105

West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

AJCPSS PSS JMS

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

09/23/22

100% CONSTRUCTION DRAWING

SFM SUBMITTAL

V1

09/10/24

PROJECT NUMBER:

00000000009951

V2V2V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

Know what's below.

before you dig.Call

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105 West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

AJCPSSPSSJMS

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

Know what's below.

before you dig.Call

CIVIL

09/06/24 100% CONSTRUCTION DRAWING

SFM SUBMITTAL

03/13/25 DSA BACKCHECK1

N

½” ¼”

LEGEND

DEMOLITION AND

GRADING PLAN

C1.0

AS SHOWN

CART

PARKING

NO

PARKING

NO

PARKING

EV

CHARGING

ONLY

EV

CHARGING

ONLY

CART

PARKING

NO

PARKING

CART

PARKING

NO

PARKING

NO

PARKING

EV

CHARGING

ONLY

EV

CHARGING

ONLY

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:

02-123050

3/13/2025

CONSTRUCTION

DETAILS

C2.0 Know what's below.

before you dig.Call

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

Architecture & Engineering Section

707 Third Street, Suite 4-105 West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

AJCPSSPSSJMS

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

Know what's below.

before you dig.Call

CIVIL

09/06/24 100% CONSTRUCTION DRAWING

SFM SUBMITTAL

03/13/25 DSA BACKCHECK1

8 6 2

9' min12' min

5' min

' m in fu ll re qu ire d le ng th o f ch ar gi ng s pa ce

EV

CHARGING

ONLY

NO

PARKING

EV

CHARGING

ONLY

slope slope

48" min

" m in

1:12 max 1:12 max turning space w/ max slope 1:48 (2%) in all directions det. warning shall extend the full width of the turning space at the flush trans. between the street and sidewalk, less 2" max each side.

retaining curb, as required retaining curb, as required m at ch ex is tin g ex ac t

"m in

LC

EV

CHARGING

ONLY

NO

PARKING

SINGLE STRIPE SCENARIO

PARKING STALL STRIPE THICKNESS TO MATCH EXISTING

WIDTH PER CITY STANDARDS AND SPECIFICATIONS

EV

CHARGING

ONLY

EV

CHARGING

ONLY

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:

02-123050

3/13/2025

CONSTRUCTION

DETAILS

C3.0 Know what's below.

before you dig.Call

260 CALIFORNIA DRIVE

YOUNTVILLE, CA 94599

State of California

Department of General Services Real Estate Services Division

PROJECT MANAGEMENT AND DEVELOPMENT BRA

Architecture & Engineering Section

707 Third Street, Suite 4-105 West Sacramento, California 95605

Ryan Allgood Phone 916 375-4115 Fax 916 376-6216 ryan.allgood@dgs.ca.gov

AJCPSS PSS JMS

EVSE LEVEL II

CDVA - YOUNTVILLE

DEPARTMENT OF

GENERAL SERVICES

Know what's below.

before you dig. Call

CIVIL

09/16/24

95% CONSTRUCTION DRAWING

SFM SUBMITTAL

SLOPE PER PLAN

V1

PROJECT NUMBER:

00000000009951

V2V2V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/02/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-3676

DSA APP NUMBER: 02-123050

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:

02-123050

3/13/2025

X-X

VII. REINFORCING STEEL:

1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60.

2. REINFORCING STEEL FOR CAST-IN-PLACE NONPRESTRESSED CONCRETE MEMBERS SHALL HAVE THE

FOLLOWING CONCRETE COVER, SEE ACI 117 FOR TOLERANCES.

A. CONCRETE EXPOSED TO EARTH OR IN CONTACT WITH GROUND:

a. CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH 3"

b. EXPOSED TO WEATHER OR IN CONTACT WITH EARTH (#5 AND SMALLER) 1-1/2"

c. EXPOSED TO WEATHER OR IN CONTACT WITH EARTH (#6 AND LARGER) 2"

B. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

a. SLABS, JOISTS AND WALLS (#11 AND SMALLER) 3/4"

b. SLABS, JOISTS AND WALLS (#14 AND LARGER) 1-1/2"

c. BEAMS, COLUMNS AND PEDESTALS 1-1/2"

3. BAR SPLICES MAY BE DELETED AND CONTINUOUS REINFORCING USED AT CONTRACTORS OPTION. BAR SPLICES SHALL BE MADE AT POINTS OF MINIMUM STRESS. IN FRAMED BEAMS AND SLABS SPLICE TOP

BARS AT MID-SPAN, BOTTOM BARS OVER SUPPORTS.

4. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH ACI 318 AND THE

'MANUAL OF STANDARD PRACTICE' BY CRSI AS MODIFIED BY THE CONTRACT DOCUMENTS.

5. FIELD BENDING OF REINFORCEMENT SHALL NOT BE PERMITTED WITHOUT SEOR APPROVAL. ALL

REINFORCING BENDS SHALL BE MADE COLD.

IV. REINFORCED CONCRETE:

1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 AND ACI 301 WITH MODIFICATIONS AS NOTED

ON THE CONTRACT DOCUMENTS.

2. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND BEAR THE WET SEAL OF A CIVIL ENGINEER LICENSED IN THE STATE OF THE PROJECT AND BE PROVIDED TO THE SEOR FOR REVIEW. EACH MIX DESIGN SHALL BEAR THE NAME OF THE PROJECT AND THE SPECIFIC USE.

3. CONCRETE MODULUS OF ELASTICITY SHALL MEET THE MINIMUM PROVIDED IN ACI 318 SECTION 19.2.2 FOR THE 28-DAY STRENGTH SPECIFIED BELOW. TEST SHALL BE IN ACCORDANCE WITH ASTM C469.

4. CONCRETE SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS.

LOCATION STRENGTH, f'c CONCRETE TYPE

A. FOUNDATIONS 4,000 PSI* NORMAL WEIGHT

* INDICATES FOOTING DESIGNED FOR F'c = 2,500 PSI THEREFORE SPECIAL INSPECTIONS NOT

REQUIRED

1. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. CONCRETE EXPOSED TO SOILS

CONTAINING CORROSIVE ELEMENTS (SULFATES) SHALL COMPLY WITH CBC 1904.1.

2. FLY ASH MAY BE USED AS A SUBSTITUTE FOR PORTLAND CEMENT. WEIGHT OF FLY ASH SHALL NOT EXCEED 15% OF CEMENT WEIGHT. FLY ASH SHALL CONFORM TO ASTM C618 CLASS F AND LOSS OF

IGNITION SHALL BE LIMITED TO 2%.

3. MIXING OPERATIONS SHALL CONFORM TO ASTM C94.

4. ALL CONCRETE NOT IN CONTACT WITH EARTH TO HAVE FINISH AS SPECIFIED BY ARCHITECT OR AS

COVERED IN PROJECT SPECIFICATIONS. UNLESS OTHERWISE NOTED, NON-ARCHITECTURAL

CONCRETE COLUMNS AND WALLS SHALL HAVE 3/4”CHAMFERED CORNERS.

5. AGGREGATE FOR NORMALWEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS

OF ASTM C33 AND PROJECT SPECIFICATIONS.

6. ALL CONCRETE SHALL BE REINFORCED. PROVIDE MINIMUM TEMPERATURE REINFORCEMENT AS REQUIRED BY ACI-318 IN ELEMENTS WHERE NO REINFORCEMENT IS INDICATED ON THE DRAWINGS.

7. DRY PACK OR GROUT UNDER BASE PLATES AND SILL PLATES SHALL BE 7000 PSI MIN AT 28 DAYS.

8. CONCRETE PLACEMENT SHALL CONFORM TO ACI 304 AND PROJECT SPECIFICATIONS. SANDBLAST ALL

CONCRETE SURFACES WHICH NEW CONCRETE WILL BE PLACED AGAINST.

9. TWO HOURS MUST ELAPSE BETWEEN END OF COLUMN OR WALL POURS AND THE BEGINNING OF

FLOOR POURS.

10. ALL REINFORCEMENT, ANCHOR BOLTS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN PLACE WHILE CONCRETE IS POURED. ADDITIONAL BARS TO BE PROVIDED BY THE CONTRACTOR FOR

SUPPORT AS NEEDED.

11. MECHANICAL, ELECTRICAL AND PLUMBING OPENINGS AND SLEEVES ARE SHOWN INDICATIVELY AND

SMALL OPENINGS AND SLEEVES ARE NOT SHOWN. SEE SLAB EDGE, MECHANICAL, ELECTRICAL,

PLUMBING AND OTHER TRADES FOR SIZE AND LOCATION OF ALL SLAB AND WALL OPENINGS AND SLEEVES. CONTRACTOR TO DEVELOP AND SUBMIT A SINGLE COORDINATION DRAWING COMBINING ALL TRADES INDICATING ALL SLAB OPENINGS AND SLEEVES PRIOR TO POURING CONCRETE FOR REVIEW

BY STRUCTURAL ENGINEER.

12. ALL PIPE AND CONDUIT OPENINGS SHALL BE SLEEVED AND CAST IN PLACE UNLESS OTHERWISE

NOTED. DO NOT SAWCUT, CORE OR CORE DRILL STRUCTURAL CONCRETE WITHOUT EXPLICIT

DIRECTION FROM THE STRUCTURAL ENGINEER. DRILL BITS THAT CAN CUT OR DAMAGE REINFORCING

ARE NOT PERMITTED TO BE USED ON STRUCTURAL CONCRETE.

13. CONDUITS AND PIPES SHALL NOT BE PERMITTED IN STRUCTURAL CONCRETE ELEMENTS UNLESS SPECIFICALLY REVIEWED BY THE STRUCTURAL ENGINEER. ALL CONDUITS TO BE EMBEDDED IN THE

STRUCTURAL CONCRETE SHALL BE SUBMITTED FOR STRUCTURAL REVIEW ON A SINGLE

COORDINATED CONDUIT DRAWING COMBINING ALL TRADES DEVELOPED AND COORDINATED BY THE

CONTRACTOR. COORDINATED CONDUITS/PIPES MUST BE PLACED IN ONE LAYER AVOIDING

CROSSOVER AND SPACED AT THE GREATER OF 3" OR 3 DIAMETERS. DRAWINGS SHALL SHOW STUB-UP LOCATIONS, BEND RADIUS AND DETAILS OF CONDUIT/PIPE INSTALLATION. ALL CONDUITS AND PIPES

SHALL BE INSTALLED PER THE REQUIREMENTS OF ACI 318 SECTIONS 20.7 AND 26.8.2.

A. ELECTRICAL CONDUIT SHALL BE RIGID STEEL CONDUIT OR FLEXIBLE PLASTIC CONDUIT. ALUMINUM

CONDUIT IS PROHIBITED. CONDUIT OUTSIDE DIAMETER SHALL NOT EXCEED 2" OR 1/6 SLAB

THICKNESS, WHICHEVER IS LESSER. CONDUIT SHALL BE FIRMLY CHAIRED AND TIED TO PREVENT

DISPLACEMENT DURING POURING.

II. DESIGN LOADS:

1. DEAD LOAD: EQUIPMENT SELF WEIGHT.

2. WIND LOAD

A. ULTIMATE DESIGN BASIC WIND SPEED V(ult) = 92 MPH

B. WIND IMPORTANCE FACTOR = 1.00

C. WIND EXPOSURE CATEGORY = C

3. SEISMIC LOAD

A. SITE CLASS = D (DEFAULT)

B. RISK CATEGORY = II

C. SEISMIC IMPORTANCE FACTOR = 1.00

D. MAPPED SPECTRAL RESPONSE

a. SHORT PERIOD SS = 1.89 g

b. 1-SECOND PERIOD S1 = 0.68 g

E. DESIGN SPECTRAL RESPONSE (5% DAMPED)

a. SHORT PERIOD SDS = 1.51 g

I. GENERAL NOTES:

1. ALL STRUCTURAL WORK SHALL CONFORM TO THE DRAWINGS, THE PROJECT SPECIFICATIONS, ALL

DRAWING NOTES, AND THE 2022 CALIFORNIA BUILDING CODE (CBC).

2. ALL APPLICABLE REFERENCE STANDARDS, AS MODIFIED BY THE BUILDING CODE, INCLUDE:

A. ASCE/SEI 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

B. ACI 318-19: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

C. AISC 360-16: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

D. ACI 117-10: STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIAL

E. AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS, 2016

3. THE SCOPE OF WORK IS NOT SOLELY DEFINED BY THESE DOCUMENTS.

4. TYPICAL DETAILS APPLY THROUGHOUT THE PROJECT, EVEN IF NOT SPECIFICALLY REFERENCED IN PLANS OR DETAILS. DETAILS OF CONSTRUCTION NOT FULLY SHOWN OR NOTED ON THE DRAWINGS NOR CALLED OUT IN THE SPECIFICATIONS SHALL BE OF THE SAME SIZE AND CHARACTER AS FOR

SIMILAR CONDITIONS WHICH ARE SHOWN AND NOTED.

5. ALL FORCES INDICATED IN THE STRUCTURAL DRAWINGS ARE SERVICE LOADS AS DEFINED BY ASCE-7, UNLESS NOTED OTHERWISE.

6. DO NOT USE SCALED DIMENSIONS; USE ONLY WRITTEN DIMENSIONS. WHERE NO DIMENSION IS

PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATIONS BEFORE PROCEEDING WITH WORK.

7. SEE ARCHITECTURAL DRAWINGS FOR SITE POSITIONING AND PROJECT DATUM, REFERENCE IS (0'-0")

AS SHOWN ON ARCHITECTURAL DRAWINGS.

8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE

INCLUDING SAFETY OF PERSONS AND PROPERTY AND THE MEANS AND METHODS OF CONSTRUCTION.

9. STRUCTURAL ELEMENTS SHALL BE CENTERED ABOUT GRIDLINES OR DIMENSION LINES, UNLESS

OTHERWISE NOTED.

10. THE CONTRACTOR SHALL PROVIDE ENGINEERED DESIGNS OF TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS, EXCAVATIONS AND ADJACENT PROPERTY AS PROJECT

CONDITIONS AND LOCAL BUILDING CODE REQUIRE.

11. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ETC. REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT

SHOWN ON PLAN. DISCREPANCIES AND/OR INTERFERENCES SHALL BE REPORTED TO THE ARCHITECT

IMMEDIATELY.

12. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE

STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

13. DEFICIENT WORK AND WORK NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AS IDENTIFIED

BY THE ARCHITECT OR INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR SHALL COMPENSATE OWNER FOR SERVICES ARISING FROM DEFICIENT WORK.

14. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY REQUIRED DEWATERING OF THE SITE

DURING CONSTRUCTION.

15. THE CONTRACTOR SHALL PREPARE ENGINEERED DESIGN AND SHALL BE RESPONSIBLE FOR

CONFIRMING ADEQUACY OF AS BUILT STRUCTURE FOR ALL SURCHARGE LOADS RESULTING FROM

COMPACTION AS WELL AS CRANES TRUCKS, BULLDOZERS OR ANY OTHER CONSTRUCTION

EQUIPMENT. ENGINEERED DESIGNS SHALL BE PREPARED, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE JURISDICTION AND SUBMITTED TO ENGINEER OF RECORD FOR REVIEW.

16. THE STRUCTURAL COMPONENTS BY THEMSELVES ARE A NON-SELF-SUPPORTING STRUCTURE.

LATERAL FORCES DUE TO WIND, EARTHQUAKE, OR SOIL ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE LATERAL SYSTEM. CERTAIN ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS

(SUCH AS BRACING, ROOF AND FLOOR SLABS, AND CONCRETE IN COMPOSITE COLUMNS) ARE

REQUIRED FOR OVERALL OR LOCAL STABILITY OF OTHER ELEMENTS (SUCH AS BEAMS, COLUMNS, AND WALLS). IF DUE TO SEQUENCING OF CONSTRUCTION, THESE STABILITY ELEMENTS ARE NOT IN PLACE, THE CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE TEMPORARY

SHORING/BRACING IS REQUIRED AND SHALL DESIGN THIS TEMPORARY SHORING/BRACING. THE

CONTRACTOR SHALL PROVIDE THIS SHORING/BRACING UNTIL THE REQUIRED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS HAVE BEEN INSTALLED AND REACH THEIR FINAL DESIGN STRENGTHS.

17. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS OR ROOFS.

THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.

CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING WHERE STRUCTURE IS NOT COMPLETE OR HAS

NOT ATTAINED DESIGN STRENGTH.

18. BUILDING TOLERANCES: STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF THE AISC CODE OF STANDARD PRACTICE AND ACI 117, STANDARD SPECIFICATIONS FOR TOLERANCES FOR

CONCRETE CONSTRUCTION AND MATERIALS.

III. FOUNDATIONS:

1. FOUNDATION DESIGN CRITERIA ARE BASED ON CODE MINIMUM VALUES AS SPECIFIED IN CHAPTER 18

"SOILS AND FOUNDATIONS" OF THE 2022 CALIFORNIA BUILDING CODE (CBC).

2. FOOTINGS ARE DESIGNED BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF.

3. LATERAL BEARING PRESSURE FOR FOOTING DESIGN IS 100 PSF.

4. SOIL PREPARATION OF THE SITE SHALL FOLLOW THE RECOMMENDATIONS DESCRIBED IN CHAPTER 18 OF 2021 CBC. THIS INCLUDES REMOVAL OF EXISTING STRUCTURES/UTILITIES, REMOVAL OF EXISTING FILL WHERE DEEMED NECESSARY, PREPARATION OF THE SUBGRADE & COMPACTION, EXCAVATIONS

FOR NEW FOUNDATIONS & SLABS, AND BACKFILLING TO RETAINING WALLS.

5. FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED FILL MATERIAL 12 INHES IN DEPTH WITH THE IN-PLACE DRY DENSITY NOT LESS THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT

OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D1557.

6. LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE VERIFIED PRIOR TO CONSTRUCTION OF FOUNDATION TO AVOID ANY INTERFERENCE. CONTRACTOR SHALL EXPOSE EXISTING UTILITY LINES IN THE IMMEDIATE AREA TO DETERMINE THEIR EXACT INVERT ELEVATION, SIZE AND LOCATION RELATIVE TO THE FOUNDATION. NOTIFY THE ENGINEER IMMEDIATELY OF ANY INTERFERENCE WITH PILES, FOOTINGS OR FOUNDATION WALLS.

7. CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER, AND SEEPAGE. WATER SHALL NOT BE ALLOWED TO STAND IN TRENCHES OR FORMS BEFORE OR AFTER CONCRETE IS PLACED, AND SHALL BE PUMPED OUT. IF BOTTOMS OF TRENCHES

BECOME SOFTENED DUE TO RAIN OR OTHER WATER BEFORE FOUNDATIONS ARE CAST, THE

CONTRACTOR SHALL, AT THEIR OWN EXPENSE, EXCAVATE THE SOFTENED MATERIAL AND REPLACE

WITH CONCRETE.

8. CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY AND ADEQUATELY RETAIN THE EARTH BANKS AND ANY EXISTING

STRUCTURE.

9. EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO

PLACING OF CONCRETE AND REINFORCING. CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL

ENGINEER WHEN THE EXCAVATIONS ARE READY FOR INSPECTION. THE GEOTECHNICAL ENGINEER

SHALL SUBMIT A LETTER OF COMPLIANCE TO THE OWNER.

10. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING

WALLS BEFORE CONCRETE OR MASONRY HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR

SHALL BRACE OR PROTECT ALL BUILDING WALLS BELOW GRADE FROM LATERAL LOADS UNTIL

ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH.

CONTRACTOR SHALL PROVIDE FOR DESIGNS, PERMITS AND INSTALLATION OF BRACING AND

PROTECTION.

VIII. ANCHOR RODS:

1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS NOTED

OTHERWISE. FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS

JAMMED AT THE END EMBEDDED IN CONCRETE. FURNISH HARDENED PLATE WASHERS, LOCK

WASHERS, AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS.

A RIGID STEEL TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE.

2. HOOKED ANCHOR RODS SHALL NOT BE USED EXCEPT WHERE NOTED.

3. ANCHOR RODS SHALL HAVE SUFFICIENT LENGTH TO PROVIDE THE MINIMUM EMBEDMENT SHOWN ON THE DRAWINGS, MEASURED FROM THE FACE OF THE CONCRETE TO THE NEAR FACE OF THE DOUBLE NUT, WITH ADEQUATE EXTENSION AS REQUIRED TO RECEIVE THE BASE PLATE WITH FULL THREAD

PROJECTION FOR NUT INSTALLATION.

4. ANCHOR ROD INSTALLATION SHALL BE COORDINATED WITH REINFORCING AND FRAMEWORK.

5. LEVELING NUTS SHALL NOT BE USED EXCEPT AFTER EVALUATION BY THE CONTRACTOR'S ERECTION

ENGINEER.

6. AFTER BASE INSTALLATION, ANCHOR ROD NUTS SHALL BE INSTALLED TO A SNUG-TIGHT CONDITION.

7. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED. HOLES IN THE BASE

MATERIAL SHALL NOT BE ENLARGED BY BURNING.

VI. MECHANICAL AND ADHESIVE ANCHORS:

1. ADHESIVE ANCHORS AND DOWELS INSTALLED INTO CONCRETE:

A. "SET-XP”BY SIMPSON STRONG TIE (ICC ESR-2508)

B. "HIT-HY 200 V3" BY HILTI, INC. (ICC ESR-3814) EQUIPMENT ANCHORAGE UON

C. "PURE110+BY DEWALT (ICC ESR-3298)

2. EXPANSION ANCHORS INSTALLED INTO CONCRETE:

A. "STRONG-BOLT 2" BY SIMPSON STRONG-TIE (ICC ESR-3037)

B. "KWIK BOLT TZ2 (KB-TZ2)”BY HILTI, INC. (ICC ESR-4266)

C. "POWER-STUD+SD2" BY DEWALT (ICC ESR-2502)

3. ADHESIVE ANCHORS: ASTM A36 THREADED RODS WITH ASTM A 563 GRADE A NUTS AND ANSI B18.22.1

TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193 GRADE B7

THREADED RODS TO USE ASTM A 563 GRADE DH HEAVY HEX NUTS AND ASTM F 436 WASHERS.

4. ADHESIVE DOWELS: ASTM A615 GRADE 60 REINFORCING STEEL.

5. ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ICC-ES REPORT AND MANUFACTURERS

RECOMMENDATIONS.

6. UNLESS OTHERWISE NOTED, PROVIDE MINIMUM EMBEDMENT OF ANCHORS PER ICC-ES REPORT &

MANUFACTURERS RECOMMENDATIONS.

7. CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL

ASSEMBLIES ATTACHED WITH MECHANICAL OR ADHESIVE ANCHORS.

8. PRIOR TO ALL DRILLING OR CORING, THE CONTRACTOR SHALL (1) VERIFY THE EXISTING CONCRETE OR MASONRY THICKNESS TO PREVENT DAMAGE TO THE OPPOSITE FACE OF CONCRETE AND MAINTAIN 1 -1 /2 ”CLEAR COVER U.N.O., AND (2) IDENTIFY EXISTING REINFORCING LOCATIONS BY PACHOMETER, PROBING, CHIPPING, ETC. TO AVOID DAMAGE EXISTING REINFORCING.

9. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS

LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE

ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS

NOTED ABOVE, THE ENGINEER WILL DETERMINE A NEW LOCATION.

10. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION TO SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER

(AAI) CERTIFIED THROUGH ACI/CRSI OR EQUIVALENT (ACI 318-14 17.8.2.2).

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

SETTING INFORMATION SYM. UNITS

NOMINAL ANCHOR DIAMTER (IN.)

INSTALLATION TORQUE

CARBON STEEL

INSTALLATION TORQUE

STAINLESS STEEL

TINST

TINST

FT-LB

(Nm)

FT-LB

(Nm)

1/4 3/8 1/2 5/8 3/4

(5)

(41)

(68)

(54)

(149)

(8)

(41)

(54)

(81)

(169)

SLAB STEP/ DEPRESSION

SLOPE UP

SLOPE DOWN

RIDGE

VALLEY

REVISION NUMBER

ELEVATION

SECTION MARK

ELEVATION MARK

GRID BUBBLE

S301

S201

SLAB THICKNESS

CHANGE

DETAIL MARK

S501

THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM BASIS.

OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS.

OBSERVE

THESE INSPECTIONS SHALL BE PERFORMED FOR EACH CONNECTION OR MEMBER,

AND COMPLETED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM.

PERFORM

SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT CONTINUOUSLY

WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED

CONTINUOUS

SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT

WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF

WORK.

PERIODIC

A QUALIFIED PERSON EMPLOYED OR RETAINED BY AN APPROVED AGENCY AND

APPROVED BY THE BUILDING OFFICIAL AS HAVING THE COMPETENCE NECESSARY TO

INSPECT A PARTICULAR TYPE OF CONSTRUCTION REQUIRING SPECIAL INSPECTION.

SPECIAL

INSPECTOR

INSPECTION OF CONSTRUCTION REQUIRING THE EXPERTISE OF AN APPROVED

SPECIAL INSPECTOR IN ORDER TO ENSURE COMPLIANCE WITH THE BUILDING CODE

AND THE APPROVED…