All_Exhibits.pdf

California Department of Veterans Affairs Exhibit A - Scope of Work

Agreement Number: 24WS0029 Contractor: TBD

FIRE AND EXIT DOOR IMPROVEMENTS

1. INTRODUCTION

A. Contractor shall provide services, as specified, to California Department of Veterans Affairs (CalVet).

Contractor shall provide services at the Veterans Home of California-West Los Angeles (Home), located at 11500 Nimitz Ave., Los Angeles, CA 90049. Contractor shall provide all labor, materials, staff, transportation, license, permits and every other item of expense necessary, unless otherwise stated, to provide Fire and Exit Door Improvement services. Services shall be provided at the Home, upon request and in compliance with terms of this Agreement.

B. All work shall be coordinated and approved by CalVet Contract Manager or designated representative.

Services shall be performed during standard business hours 8:00 a.m. to 4:30 p.m., Monday through Friday unless otherwise specified. No work is to be performed on State holidays or on an overtime basis unless prior approval is received in writing from the Contract Manager, prior to this work taking place. Any and all services performed outside the scope of this Agreement or not approved by the Contract Manager, or designated representative, will be at the sole risk and expense of the Contractor.

C. Contactor must be able to perform the tasks associated with providing services under the scope of their license. Contractor will provide services in accordance with federal and state laws and regulations and CalVet policies.

D. Contractor is not authorized to deliver or commence services as described in the Agreement until written approval has been obtained from CalVet Contract Manager and Contractor has received an executed Agreement from CalVet. Any delivery or performance of service commenced prior to the Contractor obtaining all written approvals shall be considered voluntary on the part of the Contractor.

2. CONTACT INFORMATION

A. The project representatives during the term of this agreement will be:

Construction Supervisor Contract Manager Veterans Home of California-West Los Angeles: California Department of Veterans Affairs , Chief of Plant Operations , Associate Construction Analyst 11500 Nimitz Ave., Los Angeles, CA 90049 1227 “O” Street, Sacramento, CA 95814 Phone: Phone:

Email: @calvet.ca.gov Email: @calvet.ca.gov

Contractor Representative:

TBD

B. Contract Representatives, addresses, and phone/fax numbers may be changed by issuing a twenty

(20) day prior written notification and shall not require a formal amendment to this Agreement. The notifying party shall provide complete contact information for the replacement Contract Representative including, name, title, mailing address, phone/fax numbers, and email address. All other changes require a formal written amendment to this agreement.

3. MINIMUM QUALIFICATIONS

All service performed under this Agreement shall be performed by qualified service technicians with a valid contractor license.

Contractor shall provide a service technician who is factory trained on the equipment specified in this Agreement. Contractor shall provide the State with proof of the required training for each service technician providing services under this Agreement. Acceptable proof may be a resume showing experience, training and factory school completion. The Contractor shall submit the proof of training with their bid package to mailto:@calvet.ca.gov mailto:betsy.vierra@calvet.ca.gov

CalVet.

All sub-contractors to the primary contractor must meet the same minimum qualification requirements as the primary contractor.

4. CONTRACTOR’S RESPONSIBILITIES

A. Contractor shall complete this project in accordance with the Exhibit A1: WLA Priority 1 & 2 Doors

Project Manual dated 05/23/2024. This plan, its scope of work and general notes are incorporated herein by this reference. As outlined below, the Contractor Shall:

1. All work provided by the Contractor shall conform to the latest requirements of Federal, State, City, and County regulations. This includes but is not limited to Title 24 of the California Building Code of Regulations and other standards identified in Exhibit A1.

2. Submit a utility out of service request to CalVet’s project representatives in writing, detailing the time and duration of any utility that must be out of service during construction, and refrain from doing so without the State’s consent as specified.

3. CONSTRUCTION SCHEDULE: The Contractor will submit a construction schedule at the pre-construction meeting. Prior approval of the schedule from the State is required before commencement of the work. The Contractor will be responsible for planning and scheduling the work and for monitoring the progress of the work with respect to the schedule. The Contract Manager reviews the schedule against actual field progress and provides comments. Contract Manager also reviews contractor’s monthly update of record drawings for completion. Contractor incorporates Contract Manager’s comments and submit/sends Schedule and Application for Payment to State Contract Manager for approval and payment.

4. SUBMITTALS, RFI’S AND SHOP DRAWINGS: The Contractor will submit a Submittal Schedule at the pre-construction meeting. Prior approval of the schedule from the State is required before commencement of the work. This schedule will become integrated with the construction schedule.

See Exhibit A1 for additional requirements.

5. SUBSTITUTIONS: All proposed deviations from specified items require formal submittal for review by the State. The Contractor will submit each proposal for substitution in writing within 14 days of Notice to Proceed, to the State for review and recommendation. Substitution request transmittal shall be submitted to the Contract Manager, and also be copied to the Construction Supervisor.

The Contractor must submit each such request in ample time for processing so as not to delay progress of the work.

6. CLARIFICATIONS:

a. When the Contractor requires clarification of the Contract Documents, they will submit a

Request for Interpretation (RFI) – Appendix A. The RFI’s will be numbered consecutively, and submitted in a timely manner so that the response can be provided before a critical activity is affected.

b. Each Submittal and RFI’s will be submitted electronically with a cover sheet via email (in MS Word or PDF format with any pdf sketches / drawings necessary attached) directly to the Contract Manager. Contract Manager will log in the Submittal’s and RFI’s and forward it to the A&E. The A&E will furnish the answer back to the Contract Manager as appropriate, and then Contract Manager will issue the final response back to the Contractor and the Construction Supervisor.

c. Responses to Submittal and RFI’s will be made by the State to the Contractor within ten (10) calendar days unless the State notifies the Contractor in writing that a response will take longer.

d. If the A&E determines that a Change Order should be prepared in response to the RFI, they will advise the Contract Manager, if agreed, the A&E will then assist with the necessary documentation and submit it to the Contract Manager for processing.

e. If the Contractor believes the RFI response warrants a Change Order, they will notify the

Contract Manager within seven (7) days of receipt of the RFI response.

7. CHANGE ORDERS:

a. Change Orders shall be processed in accordance with the Conditions of the Contract. The procedures described below are intended to relate that process to the organization for this project. Only a Contract Manager can authorize a Change Order.

b. The process includes the Proposed Change Order (PCO) and the Change Order (CO). The PCO is the source document that identifies and describes a potential change in the work.

After the PCO is approved, it will be followed by a CO which defines the changes in the work, together with any change in the contract price and/or time for completion. The CO, not the PCO, is the official document for amending the contract.

c. Origination – A request for a CO may be initiated by the Contractor, the A&E, or the State. In each case, the PCO will be completed and forwarded to the Contract Manager.

d. Preparation – After review, Contract Manager will request the A&E, if appropriate, to prepare plans and specifications. Contract Manager will then transmit the PCO to the Contractor for pricing and/or time impact.

e. Contractor Proposal – Within the time allowed in the Contract Documents (10 days), the Contractor will return the PCO to the Contract Manager, including a detailed breakdown of all cost and time associated with the change, and justification therefore.

f. Negotiations – Contract Manager will review the Contractor’s proposal, confer with the A&E as required, and will either accept the terms, enter into negotiations with the Contractor, or cancel or modify the PCO, if appropriate.

g. Authorization – When agreement has been reached, Contract Manager will prepare the CO, sign it, and send two copies to the Contractor for signature. Multiple PCO’s may be included in a single CO. When the Contract Manager receives the CO back from the Contractor with their signature, copies will be distributed accordingly. The receipt of the CO signed by the Contract Manager is the Contractor’s authorization to proceed.

h. In the event that the Contractor and the State cannot agree on the cost and/or time required, the State may direct the Contractor to proceed on a “time and material” basis.

8. INSPECTION AND TESTING:

a. Inspection – The Construction Supervisor is responsible for inspection of the Contractor’s work for compliance with the Contract Documents and quality control. The Contractor is responsible for requesting an inspection in writing 48 hours prior to any work being covered.

Failure to properly request inspection prior to covering an area of work is subject to immediate rejection by the State requiring immediate removal and remediation of said work at the Contractor’s expense.

b. Testing – The Contractor will comply with the Contract Documents regarding testing, and will coordinate with the Construction Supervisor and/or Contract Manager regarding the scheduling of such tests.

9. PROJECT COMPLETION AND CONTRACT CLOSEOUT

a. Based on the requirements of the Contract Documents, the following are established:

i. When the Contractor considers the work is complete, he will submit to the Contract Manager:

1. Certification that the work or a designated portion thereof, is complete and ready for final inspection.

2. A list of items to be completed or corrected, if such exists.

3. Certification that the equipment and systems have been tested and are operational.

ii. After receipt of such notice, the Construction Supervisor and/or Contract Manager will determine whether the project is ready for final inspection.

iii. Should the State determine that the work is not complete; the Contractor will be notified in writing by the Contract Manager, giving the reasons therefore. When the Contractor has remedied any deficiencies, they will submit a second notice to the Contract Manager.

b. Final Inspection:

i. When the Contract Manager determines that the project is ready for final inspection, the

Construction Supervisor will arrange for the inspection team, which will include the A&E and Contract Manager.

ii. A punch list will be prepared by the entities noted above and submitted to the Contract Manager for consolidation. Contract Manager will then transmit it to the Contractor for their completion/correction of the listed items.

c. Contract Close Out:

i. Contract Close Out involves review of the Contract Documents, and schedules to ensure that the Contractor has completed all required work.

ii. Contractors shall assist CalVet representatives with updating the drawings within the

Exhibit A1: Domestic Hot Water Demolition and New Work Final Report. No formal construction drawings are expected to be developed by the Contractor. Any drawing errors in this Report will be corrected within the warranty period.

iii. A complete set of product, operations and maintenance manuals for all new equipment shall be provided in a packaged PDF format.

iv. Warranties

v. Spare parts and maintenance materials

vi. Statement of completion of punch list items

vii. The Contractor will prepare the final application for payment in accordance with the

General Conditions and forward it to the Contract Manager for Processing.

10. All work shall be coordinated with the State Contract Representatives. Upon receipt of approved contract, Contractor shall contact the Contract Manager to schedule project pre-construction (start) meeting and to establish project start and completion dates.

11. Contractor understand and agrees that only the best general practice is to prevail and that only workmanship of the finest quality shall be acceptable.

12. Contractor understands and agrees that the cost of furnishing, installing, maintaining and removing signs, lights, barricades or other such devices shall be the responsibility of the Contractor.

13. Contractor shall be responsible for public safety, included but not limited to the placement of barricades, warning cones or roping off of areas in which work is taking place to protect pedestrian traffic.

14. Contractor shall secure all materials, tools, and equipment when not in use.

15. Contractor shall have an easily accessible fire extinguisher, first aid kit, and emergency medical plan of action.

16. Contractor shall make arrangement for and pay all fees, charges and costs required to provide and maintain temporary heat, ventilation, light, water supply, electrical supply, communications system, transportation, enclosures, and all other facilities necessary to successfully carry out the work. It is the Contractor’s responsibility to remove all temporary facilities at his/her expense at the completion of the work, and restore the area to its original condition, unless otherwise directed in writing.

17. Contractor understand that time is of the essence for this Agreement and that the State will sustain damages if the work is not completed by the term end date of this Agreement. Therefore, Contractor agrees to make every effort to complete work by the term end date of this Agreement.

18. Contractor shall comply with the Home’s parking and sign-in policy requirements.

19. Contractor’s employees shall wear visitor identification supplied by the Home upon arrival at the

Home.

5. LICENSES, PERMITS, AND CERTIFICATION REQUIREMENTS

A. Contractor shall ensure all necessary licenses, permits, and certification requirements are verified and current throughout the entire term of this Agreement.

B. Contractor shall maintain a valid Class “C-10” Electrical license issued by the California Department of Consumer Affairs, Contractors State License Board (CSBL). All licenses and certifications shall be verified by CalVet.

C. All work, equipment, materials and installation shall conform to California Administrative Code, Title 24, Title 8, and all Federal and State regulations applicable to this project.

6. WORK AREA

While working on CalVet premises, Contractor agrees to perform services with as little disruption to the Veterans Home operations as possible.

7. WORKMANSHIP

All work provided by the Contractor shall conform to the latest requirements of Federal, State, City, and County regulations. This includes but is not limited to Titles 17, 19 and 22 of the California Code of Regulations. Contractor is responsible for compliance with all applicable laws, codes, rules and regulations in connection with work performed under this Agreement. Any services performed by the Contractor will be inspected by the Contract Manager after completion. The Contract Manager is solely responsible for determining acceptability of the work performed.

8. INDEPENDENT CONTRACTOR STATUS

A. The Contractor shall be considered “Independent Contractors” in relation to CalVet and the State.

Therefore, Contractor shall not be considered employee(s) of the Home and shall not be entitled to any employee benefits from CalVet or the State including, but not limited to, the following:

1. Premium Pay, Overtime Pay, or Holiday Pay;

2. Medical Insurance;

3. Vacation or Sick Leave;

4. Worker’s Compensation; or

5. Other employee benefits

CALVET VETERANS HOME

OF WEST LOS ANGELES

FIRE/EXIT DOOR IMPROVEMENTS

11500 NIMITZ AVENUE

LOS ANGELES, CA 90049

EXHIBIT A1

E7.5 DETAILS

E7.6 DETAILS

SUBMITTAL SCHEDULE

A. DOOR HARDWARE

B. GENERAL ELECTRICAL

C. WIRE MOLD

SECURITY DEVICE SYMBOLS

SYMBOL DESCRIPTION

CARD READER CR

PP

TRANSFORMER.T

STANDARD ELECTRICAL SYMBOLS

SYMBOL DESCRIPTION

CIRCUIT BREAKER.

POWER DISTRIBUTION SYMBOLS

SYMBOL DESCRIPTION

1-POLE 1-PHASE MOTOR RATED DISCONNECT SWITCH.

XXA

ABBREVIATIONS

1PH, 3PH 1 PHASE, 3 PHASE

1P, 2P, 3P 1 POLE, 2 POLE, 3 POLE

3W, 4W 3 WIRE, 4 WIRE

(D) DEMO, DEMOLISH

(E) EXISTING

(ER) EXISTING RELOCATED

(N) NEW

(R) RELOCATE

-A-

A, AMPS AMPERES

AC ALTERNATING CURRENT

AF FRAME RATING IN AMPERES

AFF ABOVE FINISHED FLOOR

AIC AMPERES INTERRUPTING

CAPACITY

AL, ALUM ALUMINUM

ATS AUTO TRANSFER SWITCH

AT TRIP RATING IN AMPERES

AWG AMERICAN WIRE GAUGE

-B-

BTR BUILDING TELECOM ROOM

-C-

C CONDUIT

CB,C/B CIRCUIT BREAKER

CEC CALIFORNIA ELECTRICAL CODE

CT CURRENT TRANSFORMER

CU COPPER

-D-

DC DIRECT CURRENT

-E-

EA EACH

ELEC ELECTRICAL

EMT ELECTRICAL METALLIC TUBING

-F-

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FATC FIRE ALARM TERMINAL CABINET

FLA FULL LOAD AMPS

FT FOOT OR FEET

-G-

G, GND GROUND

GA GAUGE

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GFI GROUND FAULT INTERRUPTER

-H-

HOA HAND-OFF-AUTO

HP HORSE POWER

-I-

IG ISOLATION GROUND

-J-

J-BOX JUNCTION BOX

-K-

KVA ONE THOUSAND VOLT-AMPS

KW ONE THOUSAND WATTS

-L-

LCP LIGHTING CONTROL PANEL

LTG LIGHTING

-M-

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVER-CURRENT

PROTECTION

MT EMPTY CONDUIT W/ PULL-LINE

-N-

NC NORMALLY CLOSED

NCTC NURSE CALL TERMINAL CABINET

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER ASSOCIATION

NIES NOT INCLUDED IN ELECTRICAL

SCOPE

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

-O-

OCP OVER-CURRENT PROTECTION

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER

INSTALLED

-P-

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE CONDUIT

-R-

RLA RUNNING LOAD AMP

RSC RIGID STEEL CONDUIT

-S-

SPD SURGE PROTECTION DEVICE

SPDT SINGLE POLE DOUBLE THROW

SPST SINGLE POLE SINGLE THROW

SST SOLID STATE TRIP

-T-

TER TELECOM EQUIPMENT ROOM

TR TELECOM ROOM

TM THERMAL MAGNETIC

TTB TERMINAL BACKBOARD

-U-

UG UNDERGROUND

UL UNDERWRITERS LAB.

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER

SUPPLY

-V-

V VOLTS

VA VOLT-AMPS

VAC VOLTS ALTERNATE CURRENT

-W-

W WATTS

WCR WITHSTAND & CLOSING RATING

WP WEATHERPROOF

-X-

XFMR TRANSFORMER

XFER TRANSFER SWITCH

SHEET INDEX

SHEET DESCRIPTION

ABBREVIATIONS, SYMBOLS, & SHEET INDEX

OVERALL FIRST FLOOR PLAN - ELECTRICAL

FIRST FLOOR PLAN - ELECTRICAL - BUILDING C

ENLARGED FIRST FLOOR PLAN - ELECTRICAL - BUILDING C

ENLARGED FIRST FLOOR PLAN - ELECTRICAL - BUILDING C

SECOND FLOOR PLAN - ELECTRICAL - BUILDING C

FIRST FLOOR PLAN - ELECTRICAL - BUILDING E

ENLARGED FIRST FLOOR PLAN - ELECTRICAL - BUILDING E

ENLARGED FIRST FLOOR PLAN - ELECTRICAL - BUILDING E

SECOND FLOOR PLAN - ELECTRICAL - BUILDING E

PANEL SCHEDULE - PANEL 2LSC

PANEL SCHEDULE - PANEL 2LSE

SINGLE-LINE DIAGRAM - BUILDING C & E

DETAILS

DETAILS

DETAILS

DETAILS

DETAILS

DETAILS

E0.1

E1.0

E4.0

E4.1

E4.2

E4.3

E5.0

E5.1

E5.2

E5.3

E6.1

E6.2

E6.3

E7.1

E7.2

E7.3

E7.4

E7.5

E7.6

GENERAL ELECTRICAL NOTES

1. WHERE PROVIDED, THROUGH-PENETRATION FIRESTOP SYSTEM AND MEMBRANE

PENETRATION DETAILS SHOWN IN THE DETAILS ARE FOR REFERENCE ONLY.

THROUGH- PENETRATIONS AND MEMBRANE PENETRATIONS SHALL BE PROTECTED

BY AN APPROVED PENETRATION FIRESTOP SYSTEM OR MEMBRANE PENETRATION

FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL

1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF

WATER OR AS OTHERWISE PERMITTED BY CBC, SECTION 714. LISTED THROUGH-

PENETRATION FIRESTOP SYSTEMS AND MEMBRANE PENETRATIONS SHALL BE

INSTALLED IN ACCORDANCE WITH THE INSTALLATION DETAILS FOR LISTED SYSTEMS.

LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS, MEMBRANE PENETRATION

PROTECTION AND OTHER PERMITTED MEANS AND METHODS OF PENETRATION

PROTECTION SHALL BE SUBMITTED FOR LOCAL FIRE MARSHAL REVIEW AND

APPROVAL PRIOR TO INSTALLATION.

2. ALL ELECTRICAL EQUIPMENT TO BE INSTALLED OR PERMANENTLY CONNECTED

(HARDWIRED) SHALL BE LISTED, LABELED, OR CERTIFIED BY A NATIONALLY

RECOGNIZED TESTING LABORATORY (NRTL) PER CEC 110.2.

3. ALL EQUIPMENT SHALL BE USED IN ACCORDANCE WITH LISTING PER CEC 110.3B.

PUSH PLATE, PROVIDE 3/4"C TO ACCESSIBLE CEILING SPACE ABOVE

CORRIDOR, UON.

ARROW AT END OF RACEWAY INDICATES HOME RUN TO RESPECTIVE

PANELBOARD OR SWITCHBOARD.

BRANCH CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A 2 #12 AWG

CIRCUIT WITH 1 #12 AWG GROUND.

BRANCH CIRCUIT WITH GROUNDING WIRE LARGER THAN #12 AWG. NUMBER

ADJACENT TO CURVED CROSS-LINE INDICATES WIRE SIZE. #10

BRANCH CIRCUIT RACEWAY WITH WIRE OTHER THAN #12 AWG. NUMBER

ADJACENT TO STRAIGHT OR CURVED CROSS-LINES INDICATES WIRE SIZE.

UNGROUNDED AND NEUTRAL CONDUCTORS SHALL BE THE SAME SIZE #10

UNLESS OTHERWISE NOTED.

RACEWAY SYMBOLS

SYMBOL DESCRIPTION

CALVET VETERANS HOME

OF WEST LOS ANGELES

11500 NIMITZ AVENUE

LOS ANGELES CA 90049

SHEET NO :

DATE:

JOB NO: K306

DRAWN BY: ANH LE

CHECK BY: GORDON WONG

AUG. 4, 2023

Contact

Project Number

Sacramento | Alameda | Irvine

400 R Street, Ste 333 Sacramento, CA 95811 916.256.2460

K306

WILLIAM

E0.1

1'-8"

1'-7"

1'-7"

1'-7"

1'-8

1'-7"

1'-5

1'-9"

2'-4"

1'-7

BUILDING 'A'

BUILDING 'B'

BUILDING 'C'

BUILDING 'D'

BUILDING 'E'

1 OVERALL FIRST FLOOR PLAN - ELECTRICAL

1/128"=1'-0"

CALVET VETERANS HOME

OF WEST LOS ANGELES

11500 NIMITZ AVENUE

LOS ANGELES CA 90049

SHEET NO :

DATE:

JOB NO: K306

DRAWN BY: ANH LE

CHECK BY: GORDON WONG

AUG. 4, 2023

Contact

Project Number

Sacramento | Alameda | Irvine

400 R Street, Ste 333 Sacramento, CA 95811 916.256.2460

K306

E1.0

E4.2

E4.1

CALVET VETERANS HOME

OF WEST LOS ANGELES

11500 NIMITZ AVENUE

LOS ANGELES CA 90049

SHEET NO :

DATE:

JOB NO: K306

DRAWN BY: ANH LE

CHECK BY: GORDON WONG

AUG. 4, 2023

Contact

Project Number

Sacramento | Alameda | Irvine

400 R Street, Ste 333 Sacramento, CA 95811 916.256.2460

K306

WILLIAM

1 FIRST FLOOR PLAN - ELECTRICAL - BUILDING C

1/32" = 1'-0"

E4.0

NUMBERED NOTES

PROPOSED CONDUIT ROUTING PATHWAY.

SEE ENLARGED FLOOR PLAN FOR ADDITIONAL CRITERIA.

EXPOSED RACEWAY MAY BE USED FOR POWER CIRCUITS IN

HARD LID CEILING AREAS WITHIN 25' OF NEW DOOR

OPERATOR. RACEWAY TO RUN TIGHT TO CEILING. PAINT TO

MATCH WALL AND CEILING COLOR.

NO EXPOSED RACEWAY ALLOWED IN HATCHED AREA.

2 2

3 3

C150A

2LSC-13

(E)

(N)

(N)

#10

PP

PP

CR

#10

NUMBERED NOTES

(N) DOOR OPERATOR, 120V,3A,360VA.

THIS CIRCUIT HAS MULTIPLE HOMERUNS. COMBINE ALL

HOMERUNS IN J-BOX BEFORE ROUTING INTO PANEL.

SURFACE MOUNT PUSH PLATE AND RACEWAY TO DOOR

OPERATOR, WIREMOLD OR EQUAL. RUN RACEWAY UP TO

CEILING AND ROUTE TIGHT TO CEILING. PAINT TO MATCH

WALL AND CEILING COLOR.

ROUTE CONDUIT CONCEALED IN WALL AND CEILING SPACE

TO DOOR OPERATOR, WIREMOLD OR EQAUL RACEWAY IS

ALLOWED FOR USE IN CORRIDOR C-120 TO DOOR

OPERATOR. PAINT TO MATCH WALL AND CEILING COLOR.

SHEET NOTES

CONTRACTOR IS TO OBTAIN THE SERVICES OF A SECURITY

VENDOR TO PROVIDE THE FOLLOWING FUNCTIONS FOR THE

DOOR OPERATOR:

1. PUSH PLATE SHALL NOT OPERATE DOOR ON THE

UNSECURED SIDE, UNLESS VALID CARD SWIPE FROM

ACCESS CONTROL ALLOWS ENTRY.

2. PUSH PLATE ON SECURED SIDE SHALL OPERATE DOOR

WHEN PUSHED.

3. DOOR PANIC HARDWARE SHALL OPERATE WHEN PUSHED.

WP

E4.1

CALVET VETERANS HOME

OF WEST LOS ANGELES

11500 NIMITZ AVENUE

LOS ANGELES CA 90049

SHEET NO :

DATE:

JOB NO: K306

DRAWN BY: ANH LE

CHECK BY: GORDON WONG

AUG. 4, 2023

Contact

Project Number

Sacramento | Alameda | Irvine

400 R Street, Ste 333 Sacramento, CA 95811 916.256.2460

K306

WILLIAM

1 ENLARGED FIRST FLOOR PLAN - ELECTRICAL - BUILDING C

3/16" = 1'-0"

C110A

(E)

(N)

(N)

CR

PP

PP

NUMBERED NOTES

(N) DOOR OPERATOR, 120V,3A,360VA.

THIS CIRCUIT HAS MULTIPLE HOMERUNS. COMBINE ALL

HOMERUNS IN J-BOX BEFORE ROUTING INTO PANEL.

SURFACE MOUNT PUSH PLATE AND RACEWAY TO DOOR

OPERATOR, WIREMOLD OR EQUAL. RUN RACEWAY UP TO

CEILING AND ROUTE TIGHT TO CEILING. PAINT TO MATCH

WALL AND CEILING COLOR.

ROUTE CONDUIT CONCEALED IN WALL AND CEILING SPACE

TO DOOR OPERATOR, WIREMOLD OR EQAUL RACEWAY IS

ALLOWED FOR USE IN CORRIDOR C-143 TO DOOR

OPERATOR. PAINT TO MATCH WALL AND CEILING COLOR.

SHEET NOTES

CONTRACTOR IS TO OBTAIN THE SERVICES OF A SECURITY

VENDOR TO PROVIDE THE FOLLOWING FUNCTIONS FOR THE

DOOR OPERATOR:

1. PUSH PLATE SHALL NOT OPERATE DOOR ON THE

UNSECURED SIDE, UNLESS VALID CARD SWIPE FROM

ACCESS CONTROL ALLOWS ENTRY.

2. PUSH PLATE ON SECURED SIDE SHALL OPERATE DOOR

WHEN PUSHED.

3. DOOR PANIC HARDWARE SHALL OPERATE WHEN PUSHED.

2LSC-13

#10

#10

E4.2

CALVET VETERANS HOME

OF WEST LOS ANGELES

11500 NIMITZ AVENUE

LOS ANGELES CA 90049

SHEET NO :

DATE:

JOB NO: K306

DRAWN BY: ANH LE

CHECK BY: GORDON WONG

AUG. 4, 2023

Contact

Project Number

Sacramento | Alameda | Irvine

400 R Street, Ste 333 Sacramento, CA 95811 916.256.2460

K306

WILLIAM

1 ENLARGED FIRST FLOOR PLAN - ELECTRICAL - - BUILDING C

PANEL '2LSC'

OF WEST LOS ANGELES

11500 NIMITZ AVENUE

LOS ANGELES CA 90049

SHEET NO :

DATE:

JOB NO: K306

DRAWN BY: ANH LE

CHECK BY: GORDON WONG

AUG. 4, 2023

Contact

Project Number

Sacramento | Alameda | Irvine

400 R Street, Ste 333 Sacramento, CA 95811 916.256.2460

K306

WILLIAM

1 SECOND FLOOR PLAN - ELECTRICAL - BUILDING C

1/32" = 1'-0"

E4.3

E5.1

E5.2

CALVET VETERANS HOME

OF WEST LOS ANGELES

11500 NIMITZ AVENUE

LOS ANGELES CA 90049

SHEET NO :

DATE:

JOB NO: K306

DRAWN BY: ANH LE

CHECK BY: GORDON WONG

AUG. 4, 2023

Contact

Project Number

Sacramento | Alameda | Irvine

400 R Street, Ste 333 Sacramento, CA 95811 916.256.2460

K306

WILLIAM

1 FIRST FLOOR PLAN - ELECTRICAL - BUILDING E

1/32" = 1'-0"

E5.0

NUMBERED NOTES

PROPOSED CONDUIT ROUTING PATHWAY.

SEE ENLARGED FLOOR PLAN FOR ADDITIONAL CRITERIA.

EXPOSED RACEWAY MAY BE USED FOR POWER CIRCUITS IN

HARD LID CEILING AREAS WITHIN 25' OF NEW DOOR

OPERATOR UNLESS NOTE OTHERWISE. RACEWAY TO RUN

TIGHT TO CEILING. PAINT TO MATCH WALL AND CEILING

COLOR.

NO EXPOSED RACEWAY ALLOWED IN HATCHED AREA.

E126A

2LSE-17

(E)

(N)

(N)2

#10

CR

PP

PP

#10

NUMBERED NOTES

(N) DOOR OPERATOR, 120V,3A,360VA.

THIS CIRCUIT HAS MULTIPLE HOMERUNS. COMBINE ALL

HOMERUNS IN J-BOX BEFORE ROUTING INTO PANEL.

SURFACE MOUNT PUSH PLATE AND RACEWAY TO DOOR

OPERATOR, WIREMOLD OR EQUAL. RUN RACEWAY UP TO

CEILING AND ROUTE TIGHT TO CEILING. PAINT TO MATCH

WALL AND CEILING COLOR.

ROUTE CONDUIT CONCEALED IN WALL AND CEILING SPACE

TO DOOR OPERATOR, WIREMOLD OR EQAUL RACEWAY IS

ALLOWED FOR USE IN CORRIDOR E-142 TO DOOR

OPERATOR. PAINT TO MATCH WALL AND CEILING COLOR.

SHEET NOTES

CONTRACTOR IS TO OBTAIN THE SERVICES OF A SECURITY

VENDOR TO PROVIDE THE FOLLOWING FUNCTIONS FOR THE

DOOR OPERATOR:

1. PUSH PLATE SHALL NOT OPERATE DOOR ON THE

UNSECURED SIDE, UNLESS VALID CARD SWIPE FROM

ACCESS CONTROL ALLOWS ENTRY.

2. PUSH PLATE ON SECURED SIDE SHALL OPERATE DOOR

WHEN PUSHED.

3. DOOR PANIC HARDWARE SHALL OPERATE WHEN PUSHED.

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K306

WILLIAM

E5.1

1 ENLARGED FIRSTFLOOR PLAN - ELECTRICAL - BUILDING E

2LSE-17

E167B

#10

CR

PP

#10

PP

(N),WP

NUMBERED NOTES

(N) DOOR OPERATOR, 120V,3A,360VA.

THIS CIRCUIT HAS MULTIPLE HOMERUNS. COMBINE ALL

HOMERUNS IN J-BOX BEFORE ROUTING INTO PANEL.

PROVIDE SURFACE MOUNT BOX FOR DEVICE. ROUTE

SURFACE MOUNTED CONDUIT TO ACCESSIBLE CEILING

SPACE IN CORRIDOR E-153. PROVIDE WEATHERPROOFING

AS REQUIRED. FOR EXTERIOR CONDUIT, PROVIDE

WIREMOLD OR EQUAL TO ENCLOSE CONDUIT.

SURFACE MOUNT PUSH PLATE AND RACEWAY TO

ACCESSIBLE CEILING SPACE, USE WIREMOLD OR EQUAL.

RELOCATE CARD READER ADJACENT TO NEW EXTERIOR

PUSH PLATE LOCATION.

SHEET NOTES

CONTRACTOR IS TO OBTAIN THE SERVICES OF A SECURITY

VENDOR TO PROVIDE THE FOLLOWING FUNCTIONS FOR THE

DOOR OPERATOR:

1. PUSH PLATE SHALL NOT OPERATE DOOR ON THE

UNSECURED SIDE, UNLESS VALID CARD SWIPE FROM

ACCESS CONTROL ALLOWS ENTRY.

2. PUSH PLATE ON SECURED SIDE SHALL OPERATE DOOR

WHEN PUSHED.

3. DOOR PANIC HARDWARE SHALL OPERATE WHEN PUSHED.

CR (ER),WP

(E)

(N)

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K306

WILLIAM

E5.2

1 ENLARGED FIRSTFLOOR PLAN - ELECTRICAL - BUILDING E

PANEL '2LSE'

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K306

WILLIAM

1 SECOND FLOOR PLAN - ELECTRICAL - BUILDING E

1/32" = 1'-0"

E5.3

PANEL NUMBERED NOTES

PROVIDE (N) 20A/1P CIRCUIT BREAKER IN SPACE INDICATED,

MATCH (E) BREAKER TYPE AND AIC RATING.

PANEL SCHEDULE NOTES

1. ALL CIRCUITS INDICATED "LIGHT" ON PANEL SCHEDULES ARE

EXISTING TO REMAIN AND HAVE NOT BEEN MODIFIED AS PART

OF THIS PROJECT.

2. ALL CIRCUITS INDICATED "BOLD" ON PANEL SCHEDULES HAVE

BEEN MODIFIED, ALTERED, OR ADDED AS PART OF THIS

PROJECT.

3. PROVIDE UPDATED 'TYPEWRITTEN' PANEL INDEX. PANEL INDEX

SHALL INCLUDE DATE APPLIED AND ALSO WHERE THE PANEL IS

FED FROM.

4. PROVIDE BLANK COVER PLATES OVER ANY EXPOSED CIRCUIT

BREAKER SPACE THAT IS EXPOSED.

5. UPON OPENING EXISTING PANELS, TURN ANY CIRCUIT

BREAKERS WITH NO CONDUCTORS OR NOT CONNECTED TO A

LOAD INTO THE "OFF" POSITION AND UPDATE PANEL SCHEDULE.

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K306

E6.1

PANEL NUMBERED NOTES

PROVIDE (N) 20A/1P CIRCUIT BREAKER IN SPACE INDICATED,

MATCH (E) BREAKER TYPE AND AIC RATING.

PANEL SCHEDULE NOTES

1. ALL CIRCUITS INDICATED "LIGHT" ON PANEL SCHEDULES ARE

EXISTING TO REMAIN AND HAVE NOT BEEN MODIFIED AS PART

OF THIS PROJECT.

2. ALL CIRCUITS INDICATED "BOLD" ON PANEL SCHEDULES HAVE

BEEN MODIFIED, ALTERED, OR ADDED AS PART OF THIS

PROJECT.

3. PROVIDE UPDATED 'TYPEWRITTEN' PANEL INDEX. PANEL INDEX

SHALL INCLUDE DATE APPLIED AND ALSO WHERE THE PANEL IS

FED FROM.

4. PROVIDE BLANK COVER PLATES OVER ANY EXPOSED CIRCUIT

BREAKER SPACE THAT IS EXPOSED.

5. UPON OPENING EXISTING PANELS, TURN ANY CIRCUIT

BREAKERS WITH NO CONDUCTORS OR NOT CONNECTED TO A

LOAD INTO THE "OFF" POSITION AND UPDATE PANEL SCHEDULE.

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K306

E6.2

(E)

PANEL

2LSC

(E) 50A/3P (E)

PANEL

2LSE

(E) 50A/3P

(E)

PANEL

2ELSC

(E) 15kVA XFMR 'TLS-C'

480V TO 208Y/120 V

3 PH, 4 W T

(E)

(E) 3/4"C - (3) #10 & (1) #10 'G'

(E)

PANEL

2ELSE

(E) 15kVA XFMR 'TLS-E'

480V TO 208Y/120V

3 PH, 4 W T

(E)

(E) 3/4"C - (3) #10 & (1) #10 'G'

(E) 1-1/2"C - (5) #4

& (1) #8 'G', (1) #8 'IG'

1 ONE-LINE DIAGRAM - BUILDING C & E

NO SCALE

(E) 1-1/2"C - (5) #4

& (1) #8 'G', (1) #8 'IG'

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K306

E6.3

FOR CONTINUATION REFER TO

THREADED ROD CONNECTION TO

STRUCTURAL CEILING DETAIL.

CONDUIT SUPPORT ALTERNATIVE

MOUNTING LOCATION

CONDUIT SHALL NOT OBSTRUCT

THE ABILITY TO REMOVE T-GRID

CEILING FOR MAINTENANCE AND

INSPECTION.

CONDUIT CLIP SPRING STEEL

FASTENER - (3) 3/4" OR (3) 1" CONDUIT

MAX. PER ROD OR (1) 1-1/4" CONDUIT

PER ROD

NOTES:

1. WEIGHT: LESS THAN 5LB/FT.

2. SPACING BETWEEN HANGERS SHALL BE PER CEC REQUIREMENTS. DO NOT EXCEED 3 FEET BETWEEN EACH

RACEWAY TERMINATION AND MAXIMUM OF 10 FEET BETWEEN SUPPORTS.

3. PLACEMENT OF HANGER SHALL NOT OBSTRUCT THE REMOVAL AND/OR INSTALLATION OF CEILING MATERIALS

WHETHER FOR CONSTRUCTION OR MAINTENANCE.

1/4" DIAMETER ALL THREADED ROD.

FINISHED CEILING

3/4"

1"

COMBINED WEIGHT

(LBS/LINEAL FOOT)

TRADE

SIZE

ELECTRICAL METALLIC

TUBING (EMT)

0.84

1.30

PROVIDE DOUBLE NUT, TYPICAL.

2 THREADED ROD CONDUIT SUPPORT DETAIL

SCALE: NONE

3/8" DIAMETER THREADED

ROD COUPLER, TYPICAL.

PROVIDE REDUCING ROD

COUPLING WHERE 1/4"

ROD IS USED.

1/4" DIAMETER ALL

THREADED ROD, TYPICAL.

3/8" DIAMETER HILTI KB-TZ2

W/ 2" EMBEDMENT MIN.,

TYPICAL.

CONCRETE FILLED METAL

DECK.

NOTES:

1. VERIFY THAT CONCRETE OVER METAL DECK MUST COMPLY WITH FIGURES 5A TO 5C IN ICC ESR-4266.

2. UPON INSTALLATION OF FASTENER INTO CONCRETE FILLED METAL DECK, CONTRACTOR TO PATCH/REPAIR

DAMAGE TO EXISTING. SPRAY APPLIED FIREPROOFING, AS REQUIRED, TO RESTORE ORIGINAL FIREPROOFING

THICKNESS AND FIRE RATING.

3. ANCHOR MAY BE PLACED AT HIGH OR LOW FLUTE, CENTER ANCHOR IN FLUTE.

4. TORQUE TEST 50% OF EXPANSION ANCHORS TO 30FT-LBS. SEE "POST INSTALLED" NOTES AND "POST INSTALLED

ANCHOR TESTING CRITERIA" NOTES ON STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS

3-1/4" MIN.

1-5/8" x 3-1/4", 1-5/8" x 7/8", 1-5/8" x 1-5/8", OR 7/8" x 7/8" x12 GA

SINGLE CHANNEL STRUT, 16"

MIN. LENGTH, WHEN ROD IS

NOT CENTERED ON LOW FLUTE.

PROVIDE W/ (2) 3/8" DIAMETER

HILTI KBTZ2 W/ 2" EMBEDMENT.

PROVIDE SPRING CHANNEL

NUT, SQUARE WASHER, AND

HEX NUT FOR THREADED ROD

CONNECTION.

1" MIN. 1" MIN.

1 THREADED ROD TO CONCRETE FILLED METAL DECK - HILTI ANCHORS

SCALE: NONE

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K306

E7.1

1"

1"

TYPICAL PROVIDE CONDUIT COUPLER

FOR NEW CONDUIT INSTALLATIONS.

FITTINGS LISTED FOR GROUNDING

TYPICAL FEEDER CONDUIT

FLEXIBLE CONDUIT SHALL PROVIDE

3" MOVEMENT IN ALL DIRECTIONS.

NOTES:

1. PROVIDE AT EACH CONDUIT PASSING THRU SEISMIC SEPARATION.

2. FLEXIBLE CONDUIT MUST STRETCH TO MINIMUM LENGTH OF

SEISMIC JOINT LENGTH +12".

PROVIDE SEISMIC ON BOTH SIDE.

REFER TO OPM-0043-13 PAGE C1.12.

2 RACEWAY INSTALLATION AT SEISMIC JOINT DETAIL

SCALE: NONE

CBC 714.5.1 EXCEPTION #2

PENETRATIONS IN A SINGLE CONCRETE FLOOR BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS WITH A MAXIMUM 6-INCH NOMINAL DIAMETER, PROVIDED THE CONCRETE, GROUT OR MORTAR IS INSTALLED THE FULL THICKNESS OF THE FLOOR OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE-RESISTANCE RATING.

THE PENETRATING ITEMS SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE CONCRETE FLOOR, PROVIDED

THE AREA OF THE OPENING THROUGH EACH FLOOR DOES NOT EXCEED 144 SQUARE INCHES.

METAL DECKING, SEE

ARCHITECTURAL

DRAWING

PENETRATIONS IN A SINGLE

CONCRETE FLOOR BY STEEL

OR FERROUS CONDUIT WITH A

MAXIMUM 6-INCH DIAMETER.

FILL WITH MORTAR TO

FULL THICKNESS OF THE

SLAB TO MAINTAIN THE

FIRE-RESISTIVE RATING.

CONCRETE FLOOR

SLAB.

1 FLOOR PENETRATION DETAIL - CBC EXCEPTION

SCALE: NONE

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K306

E7.2

GYP BOARD

4", 4-11/16", OR 5" SQUARE

OUTLET BOX

#10 SELF TAPPING SCREWS,

2 REQUIRED.

#10 SELF TAPPING SCREWS,

4 REQUIRED.

BACK BOX BRACKET

WALL STUDS

ELEVATION

PLAN VIEW

1 BOX SUPPORT (BETWEEN STUDS)

SCALE: NONE

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K306

E7.3

FINISHED CEILING

STIFFY COMFORT CRADLE,

SERIES 200, ATTACHED TO

METAL STUDS W/ (2) #10 x 2-1/2"

LONG SELF-DRILLING

SELF-TAPPING SCREWS.

6" MIN.

METAL STUDS 20 GA. MIN.

STUD WALL W/ GYP SHEATHING

ONE OR BOTH SIDES (SIM. AT

CONDITION W/O GYP SHEATHING).

NOTES:

1. MAXIMUM TOTAL LOAD PER STIFFY IS 20LBS, MAXIMUM TOTAL UNIFORM LOAD IS 5LBS PER LINEAL FOOT.

2. LEAVE MINIMUM 25% SPACE CAPACITY FOR FUTURE CABLE INSTALLATION.

3. STIFFY SUPPORTS SHALL BE SPACED AT 48", ON CENTER, MAX.

4. CONTRACTOR TO DETERMINE EXACT QUANTITY AND SIZE OF LOOPS REQUIRED.

5. PLACEMENT OF STIFFY SHALL NOT OBSTRUCT THE REMOVAL AND/OR INSTALLATION OF CEILING MATERIALS

WHETHER FOR CONSTRUCTION OR MAINTENANCE.

NOTES:

1. MAXIMUM TOTAL LOAD PER STIFFY IS 20LBS, MAXIMUM TOTAL UNIFORM LOAD IS 5LBS PER LINEAL FOOT.

2. LEAVE MINIMUM 25% SPACE CAPACITY FOR FUTURE CABLE INSTALLATION.

3. STIFFY SUPPORTS SHALL BE SPACED AT 48", ON CENTER, MAX.

4. PROVIDE A MINIMUM WORKING CLEARANCE OF 18" ON THE CABLE PLACEMENT SIDE OF THE CABLE SUPPORT.

5. PLACEMENT OF J-HOOK SHALL NOT OBSTRUCT THE REMOVAL AND/OR INSTALLATION OF CEILING MATERIALS

WHETHER FOR CONSTRUCTION OR MAINTENANCE.

FOR CONTINUATION REFER TO

THREADED ROD CONNECTION TO

STRUCTURAL CEILING DETAIL.

ACCESS OPENING

TELE/DATA WIRING

STIFFY COMFORT CRADLE,

SERIES 200, TYPICAL. PROVIDE

2" OR 3-1/2" DIAMETER CRADLE.

DOUBLE NUTS TOP AND

BOTTOM.

3/8" OR 1/4" DIA. ALL

THREADED ROD.

FINISHED CEILING.

CRADLE SHALL NOT OBSTRUCT

THE ABILITY TO REMOVE T-GRID

CEILING FOR MAINTENANCE,

INSPECTION, AND INSTALLATION

OF FUTURE CABLING.

2 J-HOOK SUPPORT DETAIL - SINGLE (STIFFY COMFORT CRADLE)

SCALE: NONE

1 STIFFY SUPPORT WALL MOUNTED - SINGLE

SCALE: NONE

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Project Number

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K306

E7.4

System No. W-L-1222 F Ratings - 1 and 2 Hr (See Item 1)

T Ratings - 1/4, 3/4 and 1 Hr (See Item 2)

1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610

mm) OC.

B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 10-5/8 in. (270 mm).

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (0 mm, point contact) to max 2 in.

(51 mm). Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used:

A. Steel Pipe - Nom 8 in. (203 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.

B. Iron Pipe - Nom 8 in. (203 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit, nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. (102 mm) diam (or smaller) flexible steel conduit.

D. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

E. Copper Tube - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube.

2A. Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 2, one nom 1-1/4 in. (32 mm) diam (or smaller) steel flexible metal pipe to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe and the periphery of the opening shall be min 0 in. (0 mm, point contact) to max 2 in. (51 mm). Pipe to be rigidly supported on both sides of the wall assembly.

OMEGA FLEX INC

GASTITE, DIV OF TITEFLEX

WARD MFG L L C

3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, min 1/4 in. (6 mm) diam bead of fill material applied at metallic pipe/gypsum board interface on both surfaces of wall.

SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

1A

1B

3 3

RSTI Created or Revised:

Reproduced courtesy of Underwriters Laboratories, Inc.

Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876

PAGE OF(800)992-1180 · (908)526-8000 · FAX (908)231-8415 · E-Mail:techserv@stifirestop.com · Website:www.stifirestop.com

Type of Penetrant

Steel or iron pipe, steel conduit or EMT

T Rating

1 hr

3/4 hr

2 in. (51 mm)

8 in. (203 mm)Steel or iron pipe, steel conduit or EMT

Max Diam

4 in. (102 mm)Copper pipe or tube 1/4 hr

1 1

W-L-1222JANUARY 23, 2014

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K306

E7.5

H ilti F iresto p

S ystem s

System No. F-A-1106

SECTION A-A

FA 1106

1. Floor Assembly —

Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. As an alternate, any min 2 hr fire rated D700, D800 or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory having a min 2-1/2 in.

(64 mm) thickness of lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete topping over the steel deck may be used.

2. Firestop Device* — Cast in place firestop device permanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions. Device sized to nom diam of penetrant. Device is to be trimmed flush with the top surface of the floor.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —

CP 680-P 2", CP 680-P 3", CP 680-P 4", CP 680-P 6" Cast-In Firestop Device.

CP 680-PX 2", CP 680-PX 3"

2A. Firestop Device* — W ater Barrier Module — (Optional, Not Shown) - Used in combination with the CP 680-P(X) device to achieve a W

Rating. Module is threaded onto top of device. W Rating applies only when water barrier module is used and pipe is installed from bottom of device.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —

W ater Barrier Module

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

June 29, 2015

C

CLASSIFIED

R

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

US

ANSI/UL1479 (ASTM E814)

CAN/ULC S115

F Rating - 2 Hr

F Rating - 2 Hr

T Rating - 2 Hr FT Rating - 2 Hr

L Rating At Ambient - Less Than 1 CFM/sq ft FH Rating - 2 Hr

L Rating At 400 F — Less Than 1 CFM/sq ft

FTH Rating - 2 Hr

W Rating —

Class 1 (See Item 2A) L Rating At Ambient - Less Than 1 CFM/sq ft

L Rating At 400 F — Less Than 1 CFM/sq ft

Page: 1 of 2 H ilti F iresto p S ystem s

System No. F-A-1106

FA 1106

3. Through-Penetrant — One metallic pipe installed concentrically or eccentrically within opening. Penetrant to be rigidly supported on both sides of floor assembly. The following types and sizes of penetrants may be used:

A. Steel Pipe —

Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe.

B. Iron Pipe —

Nom 6 in. (152 mm) diam (or smaller) cast or ductile iron pipe.

C. Iron Pipe —

Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. (152 mm) diam (or smaller) rigid steel conduit.

4. Duct W rap Material* — Encapsulated duct wrap tightly wrapped around penetrant to extend 24 in. (610 mm) above the floor for penetrants of nom 4 in. (102 mm) diam or smaller, and 36 in. (914 mm) above floor for penetrants greater than a nom 4 in. (102 mm) diam. An additional layer of encapsulated duct wrap tightly wrapped around the first layer of duct wrap to extend 12 in. (305 mm) (914 mm) above floor. All longitudinal seams of both layers of duct wrap and joints between layers of duct wrap are sealed with foil tape. One of the following types and thicknesses of duct wrap material shall be used.

A. Nom 2 in. (51 mm) ) or 1-1/2 in. (38 mm) thick encapsulated duct wrap.

UNIFRAX I L L C —

FyreW rap 2.0 Duct Insulation or FyreW rap 1.5 Duct Insulation B. Nom 1-1/2 in. (38 mm) thick encapsulated duct wrap.

THERMAL CERAMICS INC —

FireMaster FastW rap XL Duct Insulation

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

June 29, 2015 Page: 2 of 2

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K306

E7.6

TABLE OF CONTENTS

00 01 10 - 1

DOCUMENT 00 01 10

LIST OF DRAWINGS

See Drawing Sheet - A.0.0

SPECIFICATIONS

DIVISION 00

Section 00 72 00…...Definitions Page……………………………………………………………….1 through 4

Section 00 72 00…...GENERAL CONDITIONS…………………………………………………….1 through 41

DIVISION 01

Section 01 11 00……..Summary .......................................................................................1 through 4

Section 01 21 00……..Allowances ....................................................................................1 through 2

Section 01 31 00……..Project Management and Coordination ..........................................1 through 2

Section 01 32 16……..Project Schedules and Reports ......................................................1 through 5

Section 01 32 33……..Construction Photographs ..............................................................1 through 2

Section 01 33 00……..Submittal Procedures .....................................................................1 through 5

Section 01 35 16……..Alteration Project Procedures ........................................................1 through 2

Section 01 41 00……..Quality Requirements ....................................................................1 through 2

Section 01 45 29……..Testing Laboratory Services ..........................................................1 through 2

Section 01 51 00……..Temporary Facilities and Controls ..................................................1 through 6

Section 01 60 00……..Product Requirements ...................................................................1 through 2

Section 01 73 29……..Cutting and Patching ......................................................................1 through 2

Section 01 74 19……..Construction Waste Management ..................................................1 through 3

Section 01 74 19.1……Construction Waste Estimate ........................................................1 through 1

Section 01 74 19.2……Waste Management Report ..........................................................1 through 2

Section 01 74 20……..Recycle Content Certification .........................................................1 through 2

Section 01 74 20.1..… Recycle Content Certification Worksheet .......................................1 through 2

Sergio Mondragon-Lopez Cross-Out

00 01 10 - 2

Section 01 74 20.2-2..SABRC Procurement Summary ......................................................1 through 2

Section 01 74 23….…Cleaning .........................................................................................1 through 2

Section 01 75 00....… Starting and Adjusting ....................................................................1 through 2

Section 01 77 00....… Closeout Procedures ......................................................................1 through 4

Section 01 77 00....… Appendix A-1 ..................................................................................1 through 1

Section 01 77 00....… Appendix A-2 ..................................................................................1 through 1

Section 01 79 00....… Demonstration and Training ...........................................................1 through 2

Section 01 86 19...…..Testing, Adjusting, and Balancing, Procedures ...............................1 through 2

Section 23 05 93....… Testing, Adjusting, and Balancing, Procedures for HVAC ...............1 through 1

Section 23 05 93....… Testing, Adjusting, and Balancing, Procedures for HVAC ...............1 through 12

Section 28 16 00....… Intrusion Detection System .............................................................1 through 2

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 19 ........ Selective Demolition ......................................................................1 through 3

DIVISION 08 – OPENINGS

Section 08 71 00 ........ Door Hardware ..............................................................................1 through 11

DIVISION 26 – ELECTRICAL

Section 26 00 00 ........ Electrical Work .............................................................................1 through 30

END OF DOCUMENT

STATE OF CALIFORNIA DEPARTMENT OF VETERANS AFFAIRS

GENERAL CONDITIONS OF THE CONTRACT

CalVet: February 2021 00 72 00 - 1 - Project Number: CA##-####

Document 00 72 00

General Conditions of the Contract for Construction

CalVet: February 2021 00 72 00 - 2 - Project Number: CA##-####

Table of Articles Page

1. GENERAL PROVISIONS 4

1.1. Definitions

1.2. Execution. Correlation and Intent

1.3. Use of the State’s Drawings, Project Manual and other Documents

1.4. Capitalization

1.5. Conflicts in the Contract Documents

1.6. Requests for Information, Clarifications or Additional Instructions

2. ADMINISTRATION OF THE CONTRACT 9

2.1. Information and/or Services Required of the State

2.2. Administration of the Contract

2.3. Breaches, Defaults and Termination for Cause

2.4. Termination for the State’s Convenience

2.5. Suspension by the State for Convenience

2.6. Russian Sanction Orders

3. CONTRACTOR 11

3.1. Review of Contract Documents and Field Conditions by the Contractor

3.2. Supervision and Construction Procedures

3.3. Labor and Materials

3.4. Nondiscrimination Clause

3.5. Guarantee

3.6. Taxes

3.7. Permits, Fees and Notices

3.8. Allowances

3.9.…