Plans.pdf
PDF 8 MB Posted
- Attached to
- Project 10447. EVSE. Contract 24-247821
- Solicitation number
- 0000035117
About this file
These construction documents are for an Electric Vehicle Supply Equipment (EVSE) Level II project at the Department of General Services (DGS) Lot 14 Parking Facility located at 1517 13th Street in Sacramento, California. The project involves installing new electric vehicle charging infrastructure, including wall-mounted single and dual chargers, electrical upgrades, parking lot modifications, and associated civil and electrical work. The project is designed to add electric vehicle charging spaces for workplace and fleet use, with detailed plans showing electrical layouts, site plans, grading details, and specific installation requirements. The documents are marked as 100% working drawings and have been submitted for State Fire Marshal and Division of the State Architect review, with project number 000000000010447.
The project appears to be funded through the State of California's Department of General Services, with a focus on improving electric vehicle charging capabilities at a state-owned parking facility. The plans specify technical details such as conduit and conductor specifications, charging station configurations, and mounting requirements for chargers and transformers. Civil details include parking space striping, accessibility considerations, and concrete work specifications. The documents indicate careful planning for electrical infrastructure, including voltage drop calculations, panel schedules, and specific mounting and installation guidelines for the electric vehicle charging equipment.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid_Package_Documents.pdf | ||
| Project_Manual.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PROJECT WORK AREA
- DGS LOT 14 PARKING
FACILITY
SITE MAP
VICINITY MAP
G0.0
NONE
TITLE SHEET
CODES AND PREFERENCES SHEET INDEX
SYMBOLS AND ABBREVIATIONS
EVSE DESCRIPTION
SCOPE OF WORK
EXISTING EVSE SPACES NEW EVSE SPACES
FLEET WORKPLACE WORKPLACEFLEET
PROJECT
LOCATION
SHEET COUNT: 10 SHEETS
1517 13TH STREET
SACRAMENTO, CA 95814
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
09/11/24
100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKM BKM KM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
EXISTING ADA PARKING
COVERED UNDER DSA
#20-116376
V1
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
10/09/24
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
24-3703
SFM NUMBER: 24-3703
DSA NUMBER: 02-122929
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:
02-122929
02/03/2025
DGS - Electric Vehicle Supply Equipment - Lot 14
PROJECT NUMBER: 000000000010447; 4/14/25
E0.0
NONE
GENERAL NOTES
1517 13TH STREET
SACRAMENTO, CA 95814
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
04/24/23
100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKM BKM KM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
RE
EN
IG
NE
LANOISSEFORP
DERETSI
GER
STATE OF CALIFORNIA
EXP. 9-30-23
No. 23575
ELECTRICAL
JON
ALVAREZ
SPECIAL INSPECTIONS REQUIRED
CONCRETE CONSTRUCTION:
STEEL CONSTRUCTION:
CONT PERIODIC N/A
CONT PERIODIC N/A
GENERAL NOTES:
V1
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
06/14/23
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
23-2021
09/06/24 project number:
000000000010447
V1
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
10/09/24
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
24-3703
DSA NUMBER: 02-122929
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:
02-122929
02/03/2025
DGS - Electric Vehicle Supply Equipment - Lot 14
PROJECT NUMBER: 000000000010447; 4/14/25
AutoCAD SHX Text: N/A 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 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: 1. ALL EQUIPMENT AND PARTS SHALL BE PROVIDED BY CONTRACTOR 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 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 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 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 EQUIPMENT GROUNDING”. . 5. MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION PER SECTION 1613A OF 2022 CALIFORNIA BUILDING CODE (CBC). 6. WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE 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 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 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). 10. CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS 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 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 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 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 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 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 THE ELECTRICAL DETAIL SHEETS ARE TYPICAL STANDARD DETAILS, AND NOT ALL DETAILS ARE NECESSARILY USED OR APPLY FOR A SITE BID PACKAGE.
E1.0
CONDUIT / CONDUCTOR TABLE
CONDUIT
NO.
CIRCUIT
VOLTAGE
CONDUIT
SIZE
CONDUIT
TYPE
CONDUCTOR
NO./SIZE
CONDUCTOR
TYPE
CONDUCTOR
VOLTAGE
GROUND
NO./SIZE
GROUND
CONDUCTOR
TYPE
NEW T-2 25.0 30.1
NEW T-2 25.0 30.1
NEW T-2 25.0 30.1
18.7 18.7 18.7
68 68 68
PANEL 'PB-2'
NOTES:
(E) DISTRIBUTION PANEL 'DP'
VOLTAGE DROP CALCULATION
SINGLE LINE DIAGRAM
SINGLE LINE DIAGRAM
& SCHEDULES
1517 13TH STREET
SACRAMENTO, CA 95814
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
09/11/24
100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKM BKM KM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
V1 project number:
000000000010447
V1
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
10/09/24
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
24-3703
DSA NUMBER: 02-122929
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:
02-122929
02/03/2025
COMPACTCOMPACT COMPACT
COMPACT COMPACT COMPACT
DRAWING LIMITS
D R
A W
IN
G
L
IM
IT
S
DRAWING LIMITS
D R
A W
IN
G
L
IM
IT
S
N E2.0
AS NOTED
ELECTRICAL PLAN
Know what's below.
before you dig.Call
1517 13TH STREET
SACRAMENTO, CA 95814
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
09/11/24
100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKM BKM KM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
GROUND FLOOR
V1 project number:
000000000010447
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
10/09/24
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
24-3703
DSA NUMBER: 02-122929
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:
02-122929
02/03/2025
Dn
DRAWING LIMITS
D R
A W
IN
G
L
IM
IT
S
DRAWING LIMITS
D R
A W
IN
G
L
IM
IT
S
N E2.1
AS NOTED
ELECTRICAL PLAN
- 11001
TYPICAL EVSE STATIONS
Know what's below.
before you dig.Call
1517 13TH STREET
SACRAMENTO, CA 95814
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
09/11/24 100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKMBKMKM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
SECOND FLOOR
V1
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:
02-122929
02/03/2025
E3.0
ELECTRICAL DETAILS
1517 13TH STREET
SACRAMENTO, CA 95814
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
09/11/24 100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKMBKMKM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
EVSE STRIPING
EVSE WORKPLACE SIGNAGE
PERMANENT BOLLARD 4' LONG WHEEL STOP
V1
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
WHEELSTOP PER
PLAN
G G
3' 3'
MIN 3' DISTANCE BETWEEN EVSE
BOLLARD AND WHEELSTOP.
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:
02-122929
02/03/2025
Lnd/Srv Home Run
Trash Room
Pump Rm.
Ramp Up Mech.
Rm.
Electrical Room
Storage
Break Room
Open Office
Trans Vest.
Office
Office
Storage Conference Room
Office
Vest.
Toilet
Arcade
Conference Room
Office
Open Office
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACT
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
COMPACT
1''=20'
N
OVERALL SITE PLAN
C1.0 Know what's below.
before you dig.Call
1517 13TH STREET
SACRAMENTO, CA 95814
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
09/06/24 100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKMBKMKM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
CIVIL
LEGEND
CIVIL
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:
02-122929
02/03/2025
Storage
Arcade
ELE
CTR
IC
VEH
ICLE
S
ONL
Y
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
Storage
Arcade
COMPACTCOMPACTCOMPACTCOMPACT
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHA
RGI
NG
ONL
Y
NO
PARKING
COMPACT
Storage
Arcade
COMPACTCOMPACTCOMPACTCOMPACTCOMPACT
1"=10'
N
½” ¼”
LEGEND
DEMOLITION, SITE AND
GRADING PLAN
C2.0 Know what's below.
before you dig.Call
1517 13TH STREET
SACRAMENTO, CA 95814
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
09/06/24 100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKMBKMKM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
CIVIL
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:
02-122929
02/03/2025
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
LC
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
SINGLE STRIPE SCENARIO
PARKING STALL STRIPE THICKNESS TO MATCH EXISTING
WIDTH PER CITY STANDARDS AND SPECIFICATIONS
AS SHOWN
CIVIL DETAILS
C3.0 Know what's below.
before you dig.Call
1517 13TH STREET
SACRAMENTO, CA 95814
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
09/06/24 100% WORKING DRAWINGS
SFM SUBMITTAL
KMBKMBKMKM
EVSE LEVEL II
DGS - 1517 13TH STREET
DEPARTMENT OF
GENERAL SERVICES
CIVIL
3' 3'
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:
02-122929
02/03/2025
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) = 94 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 = 0.57 g
b. 1-SECOND PERIOD S1 = 0.25 g
E. DESIGN SPECTRAL RESPONSE (5% DAMPED)
a. SHORT PERIOD SDS = 0.51 g
I. GENERAL NOTES:
1. ALL STRUCTURAL WORK SHALL CONFORM TO THE DRAWINGS, THE PROJECT SPECIFICATIONS, ALL
DRAWING NOTES, AND THE 2021 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 2021 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 CONSTRUCTION DOCUMENTS.
SPECIAL
INSPECTION
DEFINITIONS
REFERENCES
CODES/STANDARDS
SPECIAL INSPECTION AND TEST REQUIREMENTS
TYPE REQUIRED INSPECTIONS AND/OR TESTSFREQUENCY
INDICATES SPECIAL INSPECTION OF ITEM IS REQUIRED FOR THE WORK DEFINED IN
THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT.
INSPECTION AND TESTING REQUIREMENTS ON THIS SHEET ARE IN ACCORDANCE
WITH SECTION 1705 OF THE 2021 CALIFORNIA BUILDING CODE (CBC). AND HAVE BEEN
IDENTIFIED AS A STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED BY CBC
SECTION 1704.3. THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN
THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO
PROVIDE THE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION AS
REQUIRED BY CBC SECTION 1705 AND IDENTIFY THE APPROVED AGENCIES TO THE
BUILDING OFFICIAL. THESE SPECIAL INSPECTIONS AND TESTS ARE IN ADDITION TO
THE INSPECTIONS BY THE BUILDING OFFICIAL THAT ARE IDENTIFIED IN CBC SECTION
110. SPECIAL INSPECTORS SHALL BE QUALIFIED IN ACCORDANCE WITH CBC SECTION
1704.2.1, AND ALL OTHER APPLICABLE SECTIONS AND STANDARDS.
SPECIAL INSPECTIONS AND TESTS INDICATED ON THIS SHEET ARE FOR THE
STRUCTURAL WORK, SEE OTHER DISCIPLINES DRAWINGS AND SPECIFICATIONS FOR
REQUIRED NONSTRUCTURAL SPECIAL INSPECTIONS AND TESTS.
STATEMENT OF SPECIAL INSPECTIONS
CONCRETE CBC 1705.3
4. ANCHORS POST-INSTALLED
IN HARDENED CONCRETE
MEMBERS
INSPECT ALL OTHER MECHANICAL OR ADHESIVE ANCHORS THAT ARE NOT ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS - SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI318: 17.8.2 OR OTHER QUALIFICATION PROCEDURES.
PERIODIC ACI 318: 17.8.2
GENERAL NOTES ABBREVIATIONS
Issue
Project
Supervisor Designed Drawn
Sheet Title
Sheet Scale
Sheet Number
A x
B C D E F G H I J K L M N O
AB C D E F G H I J K L M N O
File Date
V3
PROFESSIONAL STAMP
Work OrderDSA Building Number
Vault File Number
Address
Checked
N/A
Client Agency
S---001
MRP JH DK
Stantec Consulting Services Inc.
801 South Figueroa Street Suite 300 Los Angeles, CA 90017-3007 Tel: (213) 955-9775
GENERAL NOTES
AD
# POUND
& AND
@ AT
AB ANCHOR BOLT
ACS ALL COMMON SIDES
ADDL ADDITIONAL
AESS ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
ALT ALTERNATE
ARCH,
ARCH'L
ARCHITECT, ARCHITECTURAL
BL BRICKLEDGE
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BN BOUNDARY NAILING
BO BOTTOM OF
BOB BOTTOM OF BEAM
BOD BOTTOM OF DECK
BOS BOTTOM OF STEEL
BOT, BOTT BOTTOM
BP BASE PLATE
BRBF BUCKLING RESTRAINED BRACED
FRAME
BRG BEARING
BTWN BETWEEN
C CHANNEL
CB CONCRETE BEAM
CC CARRIED COLUMN
CEN CENTER
CFMF COLD-FORMED METAL FRAMING
CIP CAST IN PLACE
CJ CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECT, CONNECTION
CONT CONTINUOUS
CTR CENTERED
CWI CERTIFIED WELDING INSPECTOR
D, DIA DIAMETER
DBA DEFORMED BAR ANCHOR
DBL DOUBLE
DEF DEFORMED, DEFINITION
DEFL DEFLECTION
DET, DTL DETAIL
DIAG DIAGONAL
DN DOWN
DWG DRAWING
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEV ELEVATOR
EMB EMBED
EN EDGE NAILING
EOR ENGINEER OF RECORD
EOS EDGE OF SLAB
EQ EQUAL
EQ SPA EQUAL SPACE
ES EACH SIDE
EW EACH WAY
EXIST, (E) EXISTING
EXT EXTERIOR
FD FLOOR DRAIN
FDN, FNDN FOUNDATION
FF EL FINISH FLOOR ELEVATION
FN FIELD NAILING
FOA FACE OF ANGLE
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FT FEET
FTG FOOTING
Fy YIELD STRESS
GA GAGE, GUAGE
GALV GALVANIZED
GB GRADE BEAM
GLB GLUED-LAMINATED BEAM
GT GIRDER TRUSS
H, HORIZ HORIZONTAL
HC HOLLOW CORE
HI HIGH
HK HOOK
HSS HOLLOW STRUCTURAL STEEL
IN INCHES
INFO INFORMATION
INT INTERIOR
JST JOIST
JT JOINT
K KIPS
KB KNEE BRACE
L ANGLE
LB POUND
LF LINEAR FOOT
LG LENGTH
LLBB LONG LEG BACK TO BACK
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LO LOW
LT WT LIGHTWEIGHT
LVL LEVEL
MAX MAXIMUM
MC MOMENT CONNECTION
MCJ MASONRY CONTROL JOINT
MECH MECHANICAL
MEZZ MEZZANINE
MFR,
MANUF
MANUFACTURER
MID MIDDLE
MIL MILLIMETER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
N NORTH
NA NOT APPLICABLE
NDT NON-DESTRUCTIVE TESTING
NEW, (N) NEW
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NWC NORMAL WEIGHT CONCRETE
OC ON CENTER
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OWSJ OPEN WEB STEEL JOIST
PERP PERPENDICULAR
PJP PARTIAL JOINT PENETRATION
PL PLATE
PLF POUNDS PER LINEAR FOOT
PLYWD PLYWOOD
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
R RADIUS
REF REFER, REFERENCE
REINF REINFORCED, REINFORCEMENT
REM REMAINDER
REQ'D REQUIRED
REQ'MTS,
REQMTS
REQUIREMENTS
REV REVISION
SAD SEE ARCHITECTURAL DRAWINGS
SC SLIP CRITICAL
SCHED SCHEDULE
SCJ SAWN CONTROL JOINT
SECT SECTION
SF SQUARE FEET
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SOG SLAB ON GRADE
SPA SPACES, SPACING
SQ SQUARE
SSH SHORT SLOTTED HOLE
STD STANDARD
STL STEEL
STRUCT STRUCTURE, STRUCTURAL
SUPP SUPPORT
T&B TOP AND BOTTOM
TEMP TEMPORARY
THK THICK
TO TOP OF
TOC TOP OF CONCRETE
TOF TOP OF FOUNDATION
TOM TOP OF MASONRY
TOS TOP OF STEEL
TOSC TOP OF STRUCTURAL CONCRETE
TOSL TOP OF SLAB
TOT TOTAL
TOW TOP OF WALL
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
V, VERT VERTICAL
VIF VERIFY IN FIELD
W WIDE FLANGE
W/ WITH
W/O WITHOUT
WB WIND BRACE
WBBP WIND BRACE BASEPLATE
WHSS WELDED HEADED STEEL STUD
WP WORKING POINT, WORK POINT
WRT WITH RESPECT TO
WT WEIGHT
WWR WELDED-WIRE REINFORCEMENT
YD YARD
SYMBOLS
DGS - LOT 14
1517 13TH ST
SACRAMENTO, CA 95814
V1
No. Date Description
09-30-622426
9-10-24 project number:
000000000010447
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
10/09/24
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
24-3703
DSA NUMBER: 02-122929
09-30-26
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:
02-122929
02/03/2025
7 3/4"
4"
1/ 5"
1' 1/ 2"
1' 1"
1'
1/ 2"
3/ 4"
MOUNTING HOLES, PER MFR (4) TOT
P1000 EXTEND
3" MIN PAST
EACH ANCHOR
TYP
1/4" DIA HHCS &
SPRING NUT
TYP
(2) 1/2" DIA
HILTI KB-TZ2
TYP
EQUIP BY
OTHERS
(E) CMU WALL
1' 1"
3' 1/
1' 1/ 2"
1 3/16"
1 5/8"
3 3/4"
94 LBS
11 1/2"
NOTES:
1. ALL STRUTS SHALL BE UNISTRUT
2. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED
3. CMU ASSUMED TO BE SOLID GROUTED, ALERT SEOR IF HOLLOW BLOCKS
ARE DISCOVERED
2" EMB
C
LR3"
TYP
3" CLR
2'
0"
TRANFORMER BY
OTHERS
FINISHED GRADE
SUBGRADE PER
GENERAL NOTES
(4) #5 EA WAY
TOP & BOT
WT = 1025 LBS
NOTE:
1. FOOTING MAY BE FLUSH WITH ADJACENT PAVING AS REQUIRED.
PAVING PER NOTE 1
.7
1/2" DIA AB @ MFR LOCATION (4) MIN
TYP
CONTRACTOR'S ALT: 1/2" DIA
THREADED ROD W/ HITLI HIT-HY 200
V3 ADHESIVE (ICC ESR - 4868)
W/ 8" EMB
1' -0 M
IN
TY
P
8" E
M B
TYP
6" MIN
EQ EQ
31.3" x 24"
(2) 3/8" DIA MB PER
BRACKET
FLOOR MOUNTING
KIT 7400FM PER MFR
(2) PER SIDE
7 3/4"
4"
1/ 5"
1' 1/ 2"
1'
1"
1'
1/ 2"
3/ 4"
MOUNTING HOLES, PER MFR (4) TOT
P1000 EXTEND
3" MIN PAST
EACH ANCHOR
TYP
1/4" DIA HHCS &
SPRING NUT
TYP
(2) 1/2" DIA
HILTI KB-TZ2
TYP
EQUIP
(E) CMU WALL
1' 1"
3' 1/
1' 1/ 2"
1 3/16"
1 5/8"
3 3/4"
111 LBS
11 1/2"
NOTES:
1. ALL STRUTS SHALL BE UNISTRUT
2. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED
3. CMU ASSUMED TO BE SOLID GROUTED, ALERT SEOR IF HOLLOW BLOCKS
ARE DISCOVERED
Issue
Project
Supervisor Designed Drawn
Sheet Title
Sheet Scale
Sheet Number
A x
B C D E F G H I J K L M N O
AB C D E F G H I J K L M N O
File Date
V3
PROFESSIONAL STAMP
Work OrderDSA Building Number
Vault File Number
Address
Checked
N/A
Client Agency
S---002
MRP JH DK
Stantec Consulting Services Inc.
801 South Figueroa Street Suite 300 Los Angeles, CA 90017-3007 Tel: (213) 955-9775
DETAILS
AD
DGS - LOT 14
1517 13TH ST
SACRAMENTO, CA 95814
V1
No. Date Description
NTSS---002
2 SINGLE WALL MOUNTED CHARGER
NTSS---002
5 TRANSFORMER FOUNDATION & ANCHORAGE
NTSS---002
4 DUAL WALL MOUNTED CHARGER
09-30-622426
9-10-24 project number:
000000000010447
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
10/09/24
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
24-3703
DSA NUMBER: 02-122929
09-30-26
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:
02-122929
02/03/2025
File details come from the government source that posted it. Updated .