Fresno City Council
December 5, 2024

1 DESIGN-BUILD CONTRACT
AMENDMENT NO. 1
THIS CONTRACT AMENDMENT NO. 1 is made and entered into by and between the CITY OF FRESNO, a California municipal corporation (City), and Integrated Community Development, a Limited Liability Company (Design-Builder), as follows:

RECITALS
WHEREAS, Council approved the Phase 1 Design Contract on July 20, 2023, for specified Design-Build Design phase services, including all sub-consultant, subcontractor, and reimbursable costs for the Senior Activity Center at 4343 North Blackstone Avenue (Project); and
WHEREAS, the City now desires to execute Phase 2 of the Design-Build Contract for construction of the Project; and
WHEREAS, the selected design build team is composed of Design/Builder and its sub-consultants including architect and engineers from [name], shall provide Phase 2 construction services and hereby represents that it desires to and is professionally and legally capable of performing the services called for by this Agreement; and WHEREAS, this Agreement will be administered for the City by its Capital Projects Department Director (Director) or designee.

AGREEMENT
NOW THEREFORE, the parties agree that the Agreement be amended as follows:

1. Contract Documents. The “Progressive Design Build Agreement” in its entirety, as modified, for all services related to the Project, copies of which are annexed hereto as part Exhibit 1, together with all the documents specifically referred to in said annexed documents are hereby incorporated into and made a part of this Contract and shall be known as the Contract Documents.

2. Price. For the monetary consideration of $30,536,376 as set forth in Exhibit 1, Design-Builder has substantially performed Phase 1 (design and preconstruction activities) and promises and agrees to perform or cause to be performed, in a good and workmanlike manner, and to the satisfaction of the City, and in strict accordance with the Specifications, all of the work as set forth in the Contract Documents.

3. Payment. The City accepts the Design-Builder’s Proposal as stated and agrees to pay the consideration stated, at the times, in the amounts, and under the conditions specified in the Contract Documents. The Design-Builder agrees to accept electronic payment from the City.

4. Scope of Services. Design-Builder shall perform the services described herein and in Exhibit 1 to complete the Project more fully described in Exhibit 1, and this shall include all work incidental to, or necessary to perform, such services even though not specifically described in Exhibit 1. By entry into this Agreement and upon City’s issuance of a written "Notice to Proceed for Phase 2 work," City contracts for the services in Phase Two for construction services.
2 The DBIA Design Build Agreement (Agreement), as modified, contains additional terms and conditions related to this Contract. In the event of a conflict between this Contract and the Agreement, this Contract shall take precedence. However, if this Contract does not address a legal issue for this Project, the parties shall be governed by the provisions of the Agreement.

IN WITNESS WHEREOF, the parties have executed this Contract on the day and year here below written, of which the date of execution by the City shall be subsequent to that of the Design-Builder’s, and this Contract shall be binding and effective upon execution by both parties.
[SIGNATURES FOLLOW ON THE NEXT PAGE]

DESIGN BUILD CONTRACT
AMENDMENT NO. 1
EXHIBIT NO. 1
Exhibit B – Contract Price Amendment
Exhibit C – Guaranteed Maximum Price Proposal
Exhibit D – Labor Rates (provided at contract execution)

EXHIBIT B

CONTRACT PRICE AMENDMENT

SENIOR ACTIVITY CENTER
PHASE TWO – CONSTRUCTION SERVICES
This Exhibit B Contract Price Amendment incorporates the Design-Builder’s Proposal (Proposal) for completion of design and construction (Phase Two Construction Services) on the Senior Activity Center (Project) and is, by this reference, made a part of the Contract Documents to the same extent as if set forth herein in full.

Amendments and clarifications to the DBIA 544, Exhibit 1, as included in the Contract executed July 20, 2023, between the Owner and Design-Builder are as follows:

Article 6 – Contract Time

6.2.1 Delete and Replace with:

Completion of the entire Work, as defined in the General Conditions of the Contract, shall be achieved no later than 683 consecutive calendar days after the Notice to Proceed (NTP) for Phase Two Construction Services, which will be issued upon Building Permit Issuance.

6.2.2 Delete and Replace with:

Interim milestones and/or Substantial Completion of identified portions of the Work shall be achieved as stated in the Design-Builders Proposal.

Furthermore, the Owner and Design-Builder shall meet at the site and walk the job to inspect the work performed is in conformance with the approved plans and pursuant to the following schedule:

1. Upon completion of second story floor joists.

2. Upon completion of second floor ceiling joists.

3. Upon completion of first floor box out.

4. Upon completion of second floor box out.

5. Upon substantial completion of rough and prior to installation of insulation.

6. Upon completion of hanging drywall.

7. Prior to commencement of interior paint.

8. Upon substantial completion and prior to start of finish punch list work.

9. Completion walkthrough.

Owner shall designate individual(s) responsible for walk through with authority to make decisions on behalf of Owner. Owner shall provide written acknowledgement of walk through with any discrepancy to the plans noted and / or any desired changes within three business days of walk through.

6.4 Delete and Replace with:

Liquidated Damages: Design-Builder understands that if Substantial Completion is not attained by the Scheduled Completion Date, Owner will suƯer damages which are diƯicult to determine and accurately specify. Design-Builder agrees that if Substantial Completion is not attained as specified in Section 6.2.1 herein, Design-Builder shall pay the Owner the amount of $1,000 for each Calendar Day after the scheduled Completion Date that Completion is not attained.

Article 7 – Contract Price

7.1.2 Delete and Replace with:

For Phase 2 Services, Owner shall pay Design-Builder in accordance with Article 6 of the General Conditions of Contract a contract price (“Contract Price”) equal to the Guaranteed Maximum Price established in Section 7.6 herein and any adjustments made in accordance with the General Conditions of Contract.

7.1.3 Delete: NOT USED

7.2 Delete: NOT USED

7.6.1 Delete and Replace with:

Design-Builder guarantees that it shall not exceed the Guaranteed Maximum Price (GMP) of THIRTY MILLION, FOURTEEN THOUSAND, TWO-HUNDRED AND EIGHT Dollars ($30,014,208.00) for Phase 2 Services. Documents used as a basis for the GMP shall be identified in the Design-Builder’s Proposal, herein. Design-Builder does not guarantee any specific line item provided as part of the GMP and has the sole discretion to apply payment due to overruns in one line item to savings due to underruns in any other line item. Design-Builder agrees, however, that it will be responsible for paying all costs of completing the Work which exceed the GMP, as may be adjusted in accordance with the Contract Documents.

7.6.2 Delete and Replace with:

The GMP includes a Contingency in the amount stated in the Design-Builder’s Proposal which is available for Design-Builder’s exclusive use for unanticipated costs it has incurred that are not the basis for a Change Order under the Contract Documents. The Design-Builder may not use the Contingency for costs relating to correction of defective, damaged, or nonconforming Work performed by the Design-Builder or its Subcontractors or costs related to design errors or omissions performed by the Design-Builder or its Subconsultants. By way of example, and not as a limitation, such costs may include: (a) trade buy-out diƯerentials; (b) overtime or acceleration; (c) escalation of materials; (d) Subcontractor defaults; or (e) those events under Section 8.2.2 of the General Conditions of Contract that result in an extension of the Contract Time but do not result in an increase in the Contract Price. The Contingency is not available to Owner for any reason, including changes in scope or any other item which would enable Design-Builder to increase the GMP under the Contract Documents. Design-Builder shall provide Owner notice of all anticipated charges against the Contingency and shall provide Owner as part of the monthly status report required by Section 2.1.2 of the General Conditions of Contract an accounting of the Contingency, including all reasonably foreseen uses or potential uses of the Contingency in the upcoming three (3) months. Design-Builder agrees that with respect to any expenditure from the Contingency relating to a Subcontractor default or an event for which insurance or bond may provide reimbursement, Design-Builder will in good faith exercise reasonable steps to obtain performance from the Subcontractor and/or recovery from any surety or insurance company. Design-Builder agrees that if Design-Builder is subsequently reimbursed for said costs, then said recovery will be credited back to the Contingency.

Article 10 – Representatives of the Parties

10.1.1 Delete:

Scott Mozier, PE
Public Works Director
2600 Fresno Street
Fresno, CA 93721
and Replace with:

Nicholas D. Mascia, PE
Interim Capital Projects Director
747 R Street
Fresno, CA 93721

EXHIBIT C

GUARANTEED MAXIMUM PRICE PROPOSAL

SENIOR ACTIVITY CENTER
PHASE TWO – CONSTRUCTION SERVICES
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A Direct Cost: Design
A.1 Design - Architectural $ 277,200
A.2 Design - Landscape Architect $ 27,258
A.3 Design - Civil Engineering $ 68,349
A.4 Design - Structural, MEP & Low Voltage $ 42,250
A Subtotal Direct Cost: Design $ 415,056 A
B Direct Cost: Construction
B.1 (1000) On-Site $ 3,885,000
B.2 (2000) Off-Site $ 755,000
B.3 (3000) Base Construction $ 14,346,000
B.4 (1538) Exterior / Common Area $ 3,320,000
B Subtotal Direct Cost: Construction $ 22,306,000 B
C Indirect Costs
C.1 (6000) General Requirements $ 1,784,480 C.1 = 8% x B C.2 (7000) Security $ 290,000 fixed
C.3 (7000) Payment and Completion Bond $ 481,810 C.3 = 2% x (B+C.1) C.4 (7000) Insurance $ 375,000 fixed
C.5 (7000) Survey $ 30,000 fixed
C.6 (7000) Field Testing / Inspection $ 50,000 fixed
C Subtotal Indirect Cost $ 3,011,290 C
D Subtotal Direct and Indirect Cost (Not Including Fee) $ 25,732,346 D=A+B+C E Design-Build Fee (8%) $ 2,058,588 E=8% x D
F Project Contingency (8%) $ 2,223,275 F=8% x (D+E)
G Subtotal Direct and Indirect Cost (Including Fee) $ 30,014,208 G=D+E+F H Guaranteed Maximum Price (GMP) $ 30,014,208 H=G
I Owner's Contingency $ -
J Total Contract Price $ 30,014,208 J=H+I
K Total Prior Contract (Phase I) Invoice To-Date $ 522,168 K L Total Amended Contract Price $ 30,536,376 L=J+K
M Total Costs $ 30,536,376 M=L

SENIOR CENTER GMP CALCULATION



E. HOLLAND AVE.

N. BLACKSTONE AVE.

E. SWIFT AVE.

FF 313.28
FF 314.00
FF 313.50
FF 313.28
FF 313.89
GRADING LEGENDGENERAL LEGENDSTORM DRAIN LEGEND:
99 100
GRADING KEY NOTES:
0 20' 40'
SCALE: 1" = 20'
2023 C
EKd&KZ
KE^dZhd/KE
PRELIMINARY GRADING AND DRAINAGEPLAN C1.0

THE CITY HAS PLANS TO IMPROVE EXISTING

PUBLIC INFRASTRUCTURE ALONG
BLACKSTONE AND HOLLAND AVENUES.

OFFSITE IMPROVEMENTS FOR THE SUBJECT

DEVELOPMENT SHALL BE COORDINATED
WITH THE CITY'S SEPARATE PROJECT.

E. HOLLAND AVE.

N. BLACKSTONE AVE.

E. SWIFT AVE.

FF 313.28
FF 314.00
FF 313.50
FF 313.28
FF 313.89

SANITARY SEWER KEY NOTES GENERAL LEGENDSTORM DRAIN KEY NOTES STORM DRAIN LEGEND:

WATER LEGEND:

SANITARY SEWER LEGEND:

DRY UTILITY LEGEND:

WATER KEY NOTES

DRY UTILITY KEY NOTES
0 20' 40'
SCALE: 1" = 20'
2023 C
EKd&KZ
KE^dZhd/KE
PRELIMINARY UTILITY PLAN C2.0

THE CITY HAS PLANS TO IMPROVE EXISTING

PUBLIC INFRASTRUCTURE ALONG
BLACKSTONE AND HOLLAND AVENUES.

OFFSITE IMPROVEMENTS FOR THE SUBJECT

DEVELOPMENT SHALL BE COORDINATED
WITH THE CITY'S SEPARATE PROJECT.

E. HOLLAND AVE.

N. BLACKSTONE AVE.

E. SWIFT AVE.

FF 313.28
FF 314.00
FF 313.50
FF 313.28
FF 313.89

GENERAL LEGEND
WATER KEY NOTESWATER LEGEND:
0 20' 40'
SCALE: 1" = 20'
2023 C
EKd&KZ
KE^dZhd/KE
PRELIMINARY PRIVATE UNDERGROUNDFIRE MAIN PLAN C3.0

LOW VOLTAGE GENERAL NOTES SYMBOLS LEGEND & SHEET INDEX
DATE PLOTTED: 5/17/2022 4:43 PM BY: NICHO VILLARUEL LAST SAVED: JP FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\LOW VOLTAGE\LV-0.1 LOW VOLTAGE GENERAL NOTES SYMBOLS LEGEND & SHEET INDEX.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER

DESMOND MA HONY

ST A T E OF C A LIFOR N
EL
IA

E C T R IC A L
NO. E20642
EXP. 03-31-26
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY JA,JP,NVDESIGNED BY JB

CHECKED BY DM

APPROVED BY -

WIRE LEGEND

SYMBOL DESCRIPTION
CAT6A DATA CABLE

FIBER OPTIC CABLE
CAT6A
FIBER
CABLE INSTALLATION CONSTRUCTION NOTES:

1. PROVIDE CAT. 6A DATA CABLE BLUE JACKET (WITH 30 FT OF SLACK CABLE COIL-UP ABOVE THE CEILING) - FROM EACH DATA JACK AND HOMERUN BACK TO IDF OR MDF AS REQUIRED, REFER TO PLANS FOR EXACT QUANTITY OF CABLES REQUIRED AT EACH DATA OUTLET LOCATIONS.

2. PROVIDE CAT. 5e TELEPHONE CABLE WHITE JACKET (WITH 30 FT OF SLACK CABLE COIL-UP ABOVE THE CEILING) - FROM PHONE JACK AND HOMERUN BACK TO EXISTING PHONE EQUIPMENT BACKBOARD LOCATED IN MDF ROOM IN ADMINISTRATION OFFICE.

3. TESTING, LABELING AND CABLE CERTIFICATION:

CONTRACTOR SCOPE OF WORK SHALL INCLUDE ALL LABOR, TOOLS AND TESTING EQUIPMENT REQUIRED FOR TESTING, AND CERTIFICATION OF ALL NEW OR EXISTING THERMOSTAT, DATA, TELEPHONE AND INTERCOM SYSTEM CLOCK/SPEAKER (SEE ITEM 1, 2 ABOVE) CABLING BEING RE-INSTALLED OR PROVIDED NEW IN THIS CONTRACT. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO:

A. TESTING OF NEW AND EXISTING CABLING FOR SHORT AND CABLE CONTINUITY TO ALL AREAS AFFECTED BY THIS CONTRACT (I.E. CLASSROOMS, COMPUTER ROOMS, OFFICES AND ETC. INCLUDING TEMPERATURE SCANNING CAMERAS).

B. TAG AND LABEL EACH NEW CABLE AS TO IT'S SERVING OUTLET (JACK) LOCATION, ROUTER PORT ID AND IP ADDRESS.

C. SUBMIT CABLE TESTING AND ID DOCUMENTATION IDENTIFYING THAT ALL CABLES BEING RE-INSTALLED OR INSTALLED NEW ARE PROPERTY IDENTIFIED AND LABEL PER DISTRICT STANDARDS, FREE OF SHORT AND THAT CABLE MEET THE ANSI/TIA/EIA STANDARDS, 568-B, 569-A, 606, 607. FOR CONTINUITY.

D. AT EACH IDF RACK(S) OR MDF RACK ALL DATA AND PHONE CABLES PROVIDED IN THIS CONTRACT INCLUDING AS A MINIMUM THE CAT.6 PATCH CORDS JUMPERS REQUIRED BETWEEN THE ROUTER SWITCH AND PATCH DISTRIBUTION TERMINAL. PATCH CORD JUMPERS PROVIDED SHALL TO MATCH THE TOTAL AMOUNT OF CAT. 6a CABLE HORIZONTAL CABLE HOMERUNS PROVIDE IN THIS CONTRACT.

E. AT EACH MDF AND/OR IDF RACK CABINET PROVIDE FIBER-OPTIC PATCH JUMPER (INCLUDING FIBER-OPTIC TERMINAL CONNECTER) FIBER ROUTER SWITCH AND PATCH DISTRIBUTION TERMINAL. AS REQUIRED TO PROVIDE SCHOOL CAMPUS A COMPLETE AND OPERABLE NETWORK SYSTEM.F. FOR EACH CLASSROOMS CONTRACTOR SHALL PROVIDE SCHOOL DISTRICT CABLE TEST/DATA REPORT AS TO THE FURTHEST LENGTH OF CAT 6 CABLE TESTING AND TRANSFER DATA SPEED FOR THAT CLASSROOM.

4. UPON COMPLETION OF CONTRACT, CONTRACTOR SHALL THOROUGHLY CLEANED ALL NEW AND EXISTING SIGNAL/DATA CABINETS OF DUST AND DEBRIS.

LOW VOLTAGE SYMBOLS LEGEND

SYMBOL DESCRIPTION COUNT
INDOOR WIRELESS ACCESS POINT 19
WALL MOUNTED SINGLE-PORT DATA OUTLET 62
WALL MOUNTED 2-PORT DATA OUTLET 16
TOTAL DROPS 113
INDOOR

LOW VOLTAGE SHEET INDEX
SHEET NO. SHEET TITLE CURRENT ISSUE
LV-0.1 LOW VOLTAGE GENERAL NOTES SYMBOLS LEGEND & SHEET INDEX 100% DD LV-1.0 LOW VOLTAGE SITE PLAN 100% DD
LV-2.1 LOW VOLTAGE DATA & WAPFIRST FLOOR PLAN 100% DD
LV-2.2 LOW VOLTAGE DATA & WAP SECOND FLOOR PLAN 100% DD LV-2.3 LOW VOLTAGE CCTV & ACCESS CONTROL FIRST FLOOR PLAN 100% DD LV-2.4 LOW VOLTAGE CCTV & ACCESS CONTROL SECOND FLOOR PLAN 100% DD LV-4.1 LOW VOLTAGE SINGLE LINE DIAGRAM 100% DD
LV-5.1 LOW VOLTAGE DETAILS 100% DD

ENHANCED CROSS WALK

LOADING
ZONE

EVCS EVCS EVCS EVCS
003 004 005 006
012 013
015 014 017 016
019 018
020
NO
PARKING 021
023 022 024 025
027 026 028 029 030 031 032 033 034 035 036
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x60
5 TIER5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
COOLER

FREEZER
002 003
020 021 007 008
001
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
001
002

SWIMMING POOL

PICKLE BALL COURTS

PERGOLAS -

SEATING AREA

GARDEN BEDS

WALKING TRAIL

WALKING TRAIL

LANDSCAPE AREA

DECK AREA LANDSCAPE

LANDSCAPE

LANDSCAPE

WALKING TRAIL SIDEWALK

SIDEWALK

WALKING TRAIL

SIDEWALK

LANDSCAPE AREA LANDSCAPE AREA
12'-0" SIDEWALK
12'-0" SIDEWALK

LANDSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE
AREA

WALKING TRAIL
SIDEWALK SIDEWALK ELECT. ROOM TRASH ROOM
OFFICE
LOBBY

COMMUNITY
AREA

FITNESS
ROOM

COMMUNITY
ROOM
ELEV.

LAUNDRY
BOILER
ROOM
ELECT.

ROOM
PATIO
12'-0" SIDEWALK
POOL
HOUSE

ACCESS ROAD FOR

PANTRY / KITCHEN

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE
AREA

WALKING TRAIL
6 SHORT

TERM BIKE
SPACES
6 SHORT

TERM BIKE
SPACES

GARDEN BEDS
SHADE

STRUCTURE
SHADE

STRUCTURE
SENIOR

APARTMENTS

WATER STATION

WATER STATION

WATER STATION
WATER

STATION
WATER

STATION

ADA POOL LIFT

WALKING TRAIL

DISTANCE MARKER
TRASH CAN, TYP.

TRASH CAN, TYP.

WALKING TRAIL

DISTANCE MARKER

WATER STATION
TRASH CAN, TYP.

TRASH CAN,TYP.

TRASH CAN
TRASH CAN,TYP.

SHADE STRUCTURE

OVER SEATING TABLES

TRASH CAN
15,000 SF

OPEN AREA
TRASH CAN,TYP.

SHADE

BOCCI BALL STRUCTURE

CALL BOX
TRASH
CAN
TRASH
CAN
TRASH
CAN
TRASH
CAN
13'X40'

LOADING
SPACE
T T
T
C C
C
C
T

T C T C

LOW VOLTAGE SITE PLAN
DATE PLOTTED: 5/17/2022 4:43 PM BY: NICHO VILLARUEL LAST SAVED: CCALBONERA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\LOW VOLTAGE\LV-1.0 LOW VOLTAGE SITE PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER

DESMOND MA HONY

ST A T E OF C A LIFORN
EL
IA

E C T R IC A L
NO. E20642
EXP. 03-31-26
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY JA,JP,NVDESIGNED BY JB

CHECKED BY DM

APPROVED BY -
N
1 LV-2.1
1 LV-2.2
1 LV-3.1

REFERENCE NOTES
1 -

GENERAL NOTES
1 -
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x60
5 TIER5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
COOLER

FREEZER

INDOORINDOOR
INDOOR
INDOOR
INDOOR
INDOOR
INDOOR
INDOOR
INDOOR

INDOOR INDOOR
MDF

LOW VOLTAGE DATA & WAPFIRST FLOOR PLAN
DATE PLOTTED: 5/17/2022 4:43 PM BY: NICHO VILLARUEL LAST SAVED: CCALBONERA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\LOW VOLTAGE\LV-2.1 LOW VOLTAGE DATA & WAPFIRST FLOOR PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER

DESMOND MA HONY

ST A T E OF C A LIFOR N
EL
IA

E C T R IC A L
NO. E20642
EXP. 03-31-26
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY JA,JP,NVDESIGNED BY JB

CHECKED BY DM

APPROVED BY -

GENERAL NOTES
WAPS TO BE MOUNTED TO CEILING AND WIRED BY CAT6AWITH POE HOMERUN TO PATCH PANEL INSIDE MDF/IDF ROOM.

CAT6A CABLES TO BE RUN AT ATTIC SPACE ABOVE CEILING
AND SHOULD NOT EXCEED IT'S WORKING LIMIT. CONTRACTOR

SHALL CONFIRM EXACT LENGTH OF EACH CABLE FROM RACK
TO DROP.
1 2
N

LOW VOLTAGE SYMBOLS LEGEND

SYMBOL DESCRIPTION COUNT
INDOOR WIRELESS ACCESS POINT 11
WALL MOUNTED SINGLE-PORT DATA OUTLET 17
WALL MOUNTED 2-PORT DATA OUTLET 14
TOTAL DROPS 56
INDOOR

WIRE LEGEND

SYMBOL DESCRIPTION
CAT6A CAT6A DATA CABLE
OPEN

TO BELOW

ELEVATOR
DN
DN
DN

LOW WALL

LOW WALL

LOW WALL

LOW WALL
LOW WALL 42" METAL RAILING
42" METAL RAILING
42" METAL RAILING
42" METAL RAILING
INDOOR
INDOOR
INDOOR
INDOOR
INDOOR
INDOOR
INDOOR
INDOOR
IDF

LOW VOLTAGE DATA & WAP SECOND FLOOR PLAN
DATE PLOTTED: 4/25/2024 8:40 PM BY: NICHO VILLARUEL LAST SAVED: CCALBONERA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\LOW VOLTAGE\LV-2.2 LOW VOLTAGE DATA & WAP SECOND FLOOR PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER

DESMOND MA HONY

ST A T E OF C A LIFORN
EL
IA

E C T R IC A L
NO. E20642
EXP. 03-31-26
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY JA,JP,NVDESIGNED BY JB

CHECKED BY DM

APPROVED BY -
N

LOW VOLTAGE SYMBOLS LEGEND

SYMBOL DESCRIPTION COUNT
INDOOR WIRELESS ACCESS POINT 8
WALL MOUNTED SINGLE-PORT DATA OUTLET 45
WALL MOUNTED 2-PORT DATA OUTLET 2
TOTAL DROPS 57
INDOOR

GENERAL NOTES
WAPS TO BE MOUNTED TO CEILING AND WIRED BY CAT6AWITH POE HOMERUN TO PATCH PANEL INSIDE MDF/IDF ROOM.

CAT6A CABLES TO BE RUN AT ATTIC SPACE ABOVE CEILING
AND SHOULD NOT EXCEED IT'S WORKING LIMIT. CONTRACTOR

SHALL CONFIRM EXACT LENGTH OF EACH CABLE FROM RACK
TO DROP.
1 2

WIRE LEGEND

SYMBOL DESCRIPTION
CAT6A CAT6A DATA CABLE
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x60
5 TIER5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
COOLER

FREEZER
MDF
B B
B
B
B B B

LOW VOLTAGE CCTV & ACCESS CONTROL FIRST FLOOR PLAN
DATE PLOTTED: 5/17/2022 4:43 PM BY: NICHO VILLARUEL LAST SAVED: NV FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\LOW VOLTAGE\LV-2.3 LOW VOLTAGE CCTV & ACCESS CONTROL FIRST FLOOR PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER

DESMOND MA HONY

ST A T E OF C A LIFOR N
EL
IA

E C T R IC A L
NO. E20642
EXP. 03-31-26
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY JA,JP,NVDESIGNED BY JB

CHECKED BY DM

APPROVED BY -

GENERAL NOTES

CCTV CAMERA SYSTEM HEADEND RECORDING EQUIPMENT
LOCATED IN OFFICE FACILITY (WITHIN LOCK CABINET). EXACTLOCATION TO BE DETERMINED BY PROPERTY OFFICEMANAGEMENT.

CAT6A CABLES TO BE RUN AT ATTIC SPACE ABOVE CEILING
AND SHOULD NOT EXCEED IT'S WORKING LIMIT. CONTRACTOR

SHALL CONFIRM EXACT LENGTH OF EACH CABLE FROM RACK
TO DROP.

CCTV CAMERA SYSTEM TV MONITOR WALL HUNG TO BE

LOCATED IN OFFICE FACILITY, EXACT LOCATION TO BE
DETERMINED BY PROPERTY OFFICE MANAGEMENT.
1 2
3 N

LOW VOLTAGE SYMBOLS LEGEND

SYMBOL DESCRIPTION COUNT
WALL MOUNTED VARIFOCAL CCTV 13
DOOR ACCESS DEVICE 6
GROUNDED TYPE DUPLEX RECEPTACLE, 20A NEMA 5-20R 6
TOTAL DROPS ##
B

WIRE LEGEND

SYMBOL DESCRIPTION
CAT6A DATA CABLE

NUMBER OF CABLES TO RUN BACK FROM DEVICES TO MDF
ROOM

MOUNTING MODEL NAME DESCRIPTION COUNT
WALL MOUNTED MV-SERIES WALL MOUNTED VARIFOCAL CCTV 13
CEILING MOUNTED MV-SERIES CEILING MOUNTED FISHEYE CCTV 0 SUB-TOTAL 0
TOTAL (ADD 10% ALLOWANCE) 14
CAT6A
2 2 2
2 2
1 4
1 4
2 4 1
5 5
2 4 1
1 4 1 4 1 4

REFERENCE NOTES
ACCESS CONTROL DEVICE. REFER TO MANUFACTURER
SUBMITTAL FOR REQUIREMENTS. FINAL POSITION OF DKSDEVICES SHALL BE VERIFIED PRIOR TO BID.ELECTRICAL CONTRACTOR SHALL PROVIDE 120V POWERFOR DKS TELEPHONE ENTRY SYSTEM CONTROLLER. REFER TO MANUFACTURER SUBMITTAL FOR REQUIREMENTS. ALL

ELECTRICAL DEVICES AND WIRING TO BE PROVIDED BY
THE ELECTRICAL CONTRACTOR. VERIFY PRIOR TO BID.

ELECTRICAL CONTRACTOR SHALL CONNECT TO A SPARE
120V CIRCUIT IN THE EXISTING PANEL SERVING THIS
AREA. VERIFY PRIOR TO BID.ACCESS CONTROL DEVICES CONNECTIVITY IF WIRELESS OR WIRED SHALL BE VERIFY PRIOR BID.

PROVIDE NEW 20A CIRCUIT BREAKER. NEW CIRCUIT
BREAKER SHALL MATCH EXISTING TYPE AND AIC RATING.

CAMERA DIRECTION SHALL BE CONFIRMED DURINGCONSTRUCTION. CAMERAS SHALL BE PLACED AT WALL ORCEILING AS DIRECTED BY THE ARCHITECT. REFER TOCAMERA SPECIFICATION FOR REQUIREMENTS. VERIFY PRIOR TO BID.FINAL LOCATION OF CAMERAS SHALL BE DETERMINEDDURING CONSTRUCTION AS DIRECTED BY THE ARCHITECT.

CAMERAS MUST ONLY BE POINTED TO COMMON SPACES.

VERIFY PRIOR TO BID.

CAMERAS WILL BE WIRED USING CAT6 TO APPROPRIATE
IDF/MDF. VERIFY PRIOR TO BID.

TO CONFIRM CAT6 CABLE LENGTH DURING
CONSTRUCTION. CABLE LENGTH SHOULD NOT EXCEED ITS
WORKING LIMIT.
123456
6A
7 7A
IDF
B
B
OPEN

TO BELOW

ELEVATOR
DN
DN
DN

LOW WALL

LOW WALL

LOW WALL

LOW WALL
LOW WALL 42" METAL RAILING
42" METAL RAILING
42" METAL RAILING
42" METAL RAILING

LOW VOLTAGE CCTV & ACCESS CONTROL SECOND FLOOR PLAN
DATE PLOTTED: 4/25/2024 8:40 PM BY: NICHO VILLARUEL LAST SAVED: JP FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\LOW VOLTAGE\LV-2.4 LOW VOLTAGE CCTV & ACCESS CONTROL SECOND FLOOR PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER

DESMOND MA HONY

ST A T E OF C A LIFOR N
EL
IA

E C T R IC A L
NO. E20642
EXP. 03-31-26
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY JA,JP,NVDESIGNED BY JB

CHECKED BY DM
APPROVED BY - 1/8" = 1'-0"

GENERAL NOTES

CCTV CAMERA SYSTEM HEADEND RECORDING EQUIPMENT
LOCATED IN OFFICE FACILITY (WITHIN LOCK CABINET). EXACTLOCATION TO BE DETERMINED BY PROPERTY OFFICEMANAGEMENT.

CAT6A CABLES TO BE RUN AT ATTIC SPACE ABOVE CEILING
AND SHOULD NOT EXCEED IT'S WORKING LIMIT. CONTRACTOR

SHALL CONFIRM EXACT LENGTH OF EACH CABLE FROM RACK
TO DROP.

CCTV CAMERA SYSTEM TV MONITOR WALL HUNG TO BE

LOCATED IN OFFICE FACILITY, EXACT LOCATION TO BE
DETERMINED BY PROPERTY OFFICE MANAGEMENT.
1 2
3 REFERENCE NOTES
ACCESS CONTROL DEVICE. REFER TO MANUFACTURER
SUBMITTAL FOR REQUIREMENTS. FINAL POSITION OF DKSDEVICES SHALL BE VERIFIED PRIOR TO BID.ELECTRICAL CONTRACTOR SHALL PROVIDE 120V POWERFOR DKS TELEPHONE ENTRY SYSTEM CONTROLLER. REFER TO MANUFACTURER SUBMITTAL FOR REQUIREMENTS. ALL

ELECTRICAL DEVICES AND WIRING TO BE PROVIDED BY
THE ELECTRICAL CONTRACTOR. VERIFY PRIOR TO BID.

ELECTRICAL CONTRACTOR SHALL CONNECT TO A SPARE
120V CIRCUIT IN THE EXISTING PANEL SERVING THIS
AREA. VERIFY PRIOR TO BID.ACCESS CONTROL DEVICES CONNECTIVITY IF WIRELESS OR WIRED SHALL BE VERIFY PRIOR BID.

PROVIDE NEW 20A CIRCUIT BREAKER. NEW CIRCUIT
BREAKER SHALL MATCH EXISTING TYPE AND AIC RATING.

CAMERA DIRECTION SHALL BE CONFIRMED DURINGCONSTRUCTION. CAMERAS SHALL BE PLACED AT WALL ORCEILING AS DIRECTED BY THE ARCHITECT. REFER TOCAMERA SPECIFICATION FOR REQUIREMENTS. VERIFY PRIOR TO BID.FINAL LOCATION OF CAMERAS SHALL BE DETERMINEDDURING CONSTRUCTION AS DIRECTED BY THE ARCHITECT.

CAMERAS MUST ONLY BE POINTED TO COMMON SPACES.

VERIFY PRIOR TO BID.

CAMERAS WILL BE WIRED USING CAT6 TO APPROPRIATE
IDF/MDF. VERIFY PRIOR TO BID.

TO CONFIRM CAT6 CABLE LENGTH DURING
CONSTRUCTION. CABLE LENGTH SHOULD NOT EXCEED ITS
WORKING LIMIT.
123456
6A
7 7A
2 1
2 1 4
5 LOW VOLTAGE SYMBOLS LEGEND

SYMBOL DESCRIPTION COUNT
WALL MOUNTED VARIFOCAL CCTV 13
DOOR ACCESS DEVICE 6
GROUNDED TYPE DUPLEX RECEPTACLE, 20A NEMA 5-20R 6
TOTAL DROPS ##
B

WIRE LEGEND

SYMBOL DESCRIPTION
CAT6A DATA CABLE

NUMBER OF CABLES TO RUN BACK FROM DEVICES TO MDF
ROOM

MOUNTING MODEL NAME DESCRIPTION COUNT
WALL MOUNTED MV-SERIES WALL MOUNTED VARIFOCAL CCTV 13
CEILING MOUNTED MV-SERIES CEILING MOUNTED FISHEYE CCTV 0 SUB-TOTAL 0
TOTAL (ADD 10% ALLOWANCE) 14
CAT6A
N

LOW VOLTAGE SINGLE LINE DIAGRAM
DATE PLOTTED: 5/17/2022 4:43 PM BY: NICHO VILLARUEL LAST SAVED: JAVISO FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\LOW VOLTAGE\LV-4.1 LOW VOLTAGE SINGLE LINE DIAGRAM.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER

DESMOND MA HONY

ST A T E OF C A LIFOR N
EL
IA

E C T R IC A L
NO. E20642
EXP. 03-31-26
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY JA,JP,NVDESIGNED BY JB

CHECKED BY DM

APPROVED BY -
MDF
LOW VOLTAGE SINGLE LINE DIAGRAM 1

WIRE LEGEND

SYMBOL DESCRIPTION

FIBER FIBER OPTIC CABLE
IDF

FIBER FIBER

REFERENCE NOTES
1 -

GENERAL NOTES
1 -
IDF DETAILS 2
IDF
ONE 2" CONDUIT THROUGH CEILING.

VERIFY PRIOR TO BID.

MINIMUM 6FT
4 INCH MINIMUM

CEILING
FLOOR

LDF FIBER

LOW VOLTAGE DETAILS
DATE PLOTTED: 5/17/2022 4:43 PM BY: NICHO VILLARUEL LAST SAVED: NV FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\LOW VOLTAGE\LV-5.1 LOW VOLTAGE DETAILS.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER

DESMOND MA HONY

ST A T E OF C A LIFOR N
EL
IA

E C T R IC A L
NO. E20642
EXP. 03-31-26
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY JA,JP,NVDESIGNED BY JB

CHECKED BY DM

APPROVED BY -
MDF RACK DETAILS 3 IDF RACK DETAILS 2

23.6"

19.8"
WALL MOUNTED RACK:
- UP TO 32.5" IN DEPTH- 12U HEIGHT RACK- 187 LBS OPERATIONAL WEIGHT

60.6"

23.6"
FLOOR STANDING RACK:
- UP TO 32.5" IN DEPTH- 32U HEIGHT RACK- 400LBS OPERATIONAL WEIGHT (STATIONARY)

GENERAL NOTES

FOR IDF ANCHORAGE DETAIL, REFER TO STRUCTURAL SHEET
XX/S-X.X.

CONTRACTOR SHALL PROVIDE NEW SWITCHES AND SFP
FIBER CABLES FOR SWITCH CONNECTIVITY.

CONTRACTOR SHALL CONNECT PATCH PANELS TO SWITCHES
USING PATCH CORDS MINIMUM OF 0.5" TO 2' FOR CABLE
MANAGEMENT.
1 2
3 CISCO IE9300 SERIES
CISCO IE9300 SERIESCISCO MERAKI ROUTER

CISCO MERAKI ROUTER
BATTERY BACKUP UPS 1500VA
BATTERY BACKUP UPS 1500VA

LOADING LOAD ZONE

EVCS EVCS EVCS EVCS
020

NO PARKING PA
021
020
021
001
NO

PARKING PAR NO

PARKING PAR NO

PARKING PA
NO

PARKING PAR
N
P RKIN
O

PARKING
PILASTER, TYP. 6' HIGH W.I. FENCE TYP.

E TYP.
002
EAST BLACKSTONE AVE.

EAST HOLLAND AVE.

TREE LEGEND

COMMON NAMEBOTANICAL NAMESIZE / QUANTITY / TYPE / WUCOLSCERCIS OCCIDENTALISWESTERN REDBUD 15 GAL / 11 / DECIDUOUS / LOW

GEIJERA PARVIFLORA

AUSTRALIAN WILLOW
15 GAL / 8 / EVERGREEN / LOW

BOTANICAL NAMECOMMON NAMEQUANTITY / SIZE / SIZE AT MATURITY (HT X WIDTH) / WUCOLS

SHRUB LEGEND

ACHILLEA MILLEFOLLIA 'ISLAND PINK', 'SONOMA', 'LITTLE MOONSHINE'COMMON YARROW - / 1 GAL / 1-2’ x 1-2’ / LOW

GROUNDCOVER LEGEND
COMMON NAMEBOTANICAL NAMESIZE / QUANTITY / WUCOLSMULCH3" LAYERIN ALL BEDS

NO SYMBOL
MUHLENBERGIA CAPILLARISPINK MUHLY GRASS- / 5 GAL / 3-4’ x 3-4’ / LOWIRIS PACIFIC COAST HYBRID

PACIFIC COAST HYBRID IRIS
- / 1 GAL / 1-3’ x 1-3’ / LOWARTEMISIA 'POWIS CASTLE'

POWIS CASTLE WORMWOOD
- / 1 GAL / 2-4’ x 4-6’ / LOW
OLEA E. 'LITTLE OLLIE'

LITTLE OLLIE
- / 5 GAL / 4-6' X 4-6' / LOWFESTUCA 'ELIJAH BLUE'

ELIJAH BLUE FESCUE
- / 1 GAL / 1' X 1' / LOW
BACCHARIS P. 'PIGEON POINT'PIGEON POINT COYOTE BUSH- / 5 GAL / 2’ x 6-8’ / LOW

CHILOPSIS LINEARIS 'BURGUNDY'

DEEPISH PURPLISH FLOWERING DESERT WILLOW
15 GAL / 28 / DECIDUOUS / LOW
PISTACIA CHINENSIS - STANDARDCHINESE PISTACHE24 INCH BOX / 6 / DECIDUOUS / LOW

MYRTUS COMMUNIS 'COMPACTA'

DWARF MYRTLE
- / 5 GAL / 2-4' TALL X 2-4' WIDE / LOW

ARTIFICIAL TURF AS SELECTED BY OWNERS REP

INSTALL PER MANUFACTURER'S RECOMMENDATIONS
KOELREUIA PANICULATAGOLDEN RAIN TREE24 INCH BOX / 9 / DECIDUOUS / LOW

PENSTEMON 'BOP'

BOP PENSTEMON
- / 1 GAL / 1-3' x 1-2' / LOWRHAMNUS CALIFORNICA 'MOUND SAN BRUNO'COFFEEBERRY - / 5 GAL / 3-5' X 8-10' / LOW

HESPERALOE PARVIFLORA 'BRAKELIGHTS'

BRAKELIGHTS RED YUCCA
- / 1 GAL / 2' x 2' / LOW
The above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (YM Architects), and no part thereof shall be copied, disclosed to others or used in connection with any other project other than the specific project for which they have been prepared and developed, without the written consent of the Architect (YM Architects). Visual contact with these drawings or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have pre-over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. 2024 C 6/11/2024 7:45 AM

LANDSCAPE PLAN

SYMBOLSYMBOL

LAGERSTROEMIA X 'NATCHEZ' - STANDARD

NATCHEZ CRAPE MYRTLE
15 GAL / 2 / DECIDUOUS / LOW

AUTOMATIC IRRIGATION WILL BE PROVIDED FOR ALL PLANTING BEDS USING DRIP

IRRIGATION, DEEP ROOT BUBBLERS TO EACH TREE ON SEPARATE VALVES, AND A WEATHER BASED CONTROLLER WITH A RAIN SENSOR SHUT OFF.

IRRIGATION WILL COMPLY WITH FMC 12-306-23 WATER EFFICIENT LANDSCAPE STANDARDS.

IRRIGATION NOTES

BOTANICAL NAMECOMMON NAMEQUANTITY / SIZE / SIZE AT MATURITY (HT X WIDTH) / WUCOLS

SCREENING SHRUB AND VINE LEGEND

NANDINA DOMESTICA 'MONUM'

PLUM PASSION HEAVENLY BAMBOO
- / 5 GAL / 4-5’ x 2-3’ / LOWRHAMNUS CALIFORNICA 'MOUND SAN BRUNO'COFFEEBERRY - / 5 GAL / 4-6' X 4-6' / LOW

BOTANICAL NAMECOMMON NAMEQUANTITY / SIZE / SIZE AT MATURITY (HT X WIDTH) / WUCOLS

ACCENT FLOWERING SHRUBS LEGEND
HARDENBERGIA V. 'HAPPY WANDERER'

PURPLE VINE LILAC
- / 1 GAL / 12-16’ / LOW / TRAIN ON FENCE

ACHILLEA MILLEFOLLIA 'ISLAND PINK', 'SONOMA', 'LITTLE MOONSHINE'COMMON YARROW - / 1 GAL / 1-2’ x 1-2’ / LOW
IRIS PACIFIC COAST HYBRIDPACIFIC COAST HYBRID IRIS- / 1 GAL / 1-3’ x 1-3’ / LOWPENSTEMON 'BOP'

BOP PENSTEMON
- / 1 GAL / 1-3' x 1-2' / LOWLANTANA 'NEW GOLD'

NEW GOLD LANTANA
- / 1 GAL / 1-3' x 4-6' / LOW

LOMONDRA LONGIFOLIA 'LOMLON'

LIME TUFF DWARF MAT RUSH
- / 1 GAL / 3' x 1.5' / LOW

MECHANICAL GENERAL NOTES, SYMBOLS LEGEND & SHEET INDEX
DATE PLOTTED: 5/17/2022 4:43 PM BY: KENNY GANATE LORENZO LAST SAVED: KLORENZO FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\MECHANICAL\M-0.1 MECHANICAL GENERAL NOTES, SYMBOLS LEGEND & SHEET INDEX.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY KLORENZODESIGNED BY ECRISTOBAL

CHECKED BY RJOHNSON

APPROVED BY RJOHNSON

MECHANICAL SHEET INDEX
SHEET NO. SHEET TITLE CURRENT ISSUE
M-0.1 MECHANICAL GENERAL NOTES, SYMBOLS LEGEND & SHEET INDEX 100% DD M-0.2 MECHANICAL SCHEDULES 100% DDM-1.0 MECHANICAL SITE PLAN 100% DD M-2.1 MECHANICAL FIRST FLOOR PLAN 100% DD
M-2.2 MECHANICAL SECOND FLOOR PLAN 100% DDM-2.3 MECHANICAL ROOF PLAN 100% DDM-2.4 MECHANICAL POOL HOUSE FLOOR PLAN 100% DD M-5.1 MECHANICAL DETAILS 100% DD
TYPE OF OCCUPANCY: R-2/B/S-2, TYPE OF CONSTRUCTION: TYPE I-A CONCRETE / TYPE-III-A WOOD FRAME

1. CONCEALED SPACES, CIRCULATING AIR. NO COMBUSTIBLE MATERIAL (SUCH AS EXPOSED COMMUNICATION

CABLES, INSULATED WIRES, PLASTIC TUBING OR PIPING, PIPE INSULATION, INSULATED PAN INSULATION) SHALL BE LOCATED IN SPACES USED TO CONVEY CIRCULATING AIR SUPPLY. WHEN COMBUSTIBLE MATERIAL IS TO BELOCATED IN THE ABOVE SPACES, IT SHALL BE APPROVED BY LOCAL AUTHORITY FOR SUCH INSTALLATION.

2. CODES AND PERMITS: ALL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO LOCAL ELECTRICAL, MECHANICAL AND OTHER APPLICABLE CODES. UNLESS OTHERWISE AGREED, CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO:
x 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC) (PART 1, TITLE 24, CCR)x 2022 CALIFORNIA BUILDING CODE (CBC) (PART 2, TITLE 24, CCR) VOL 1 & VOL 2 OF PART 2
x 2022 CALIFORNIA RESIDENTIAL CODE (CRC) (PART 2.5, TITLE 24, CCR)x 2022 CALIFORNIA ELECTRICAL CODE (CEC) (PART 3, TITLE 24, CCR) 2017 NFPA 70: NATIONAL ELECTRIC CODE (NEC)
x 2022 CALIFORNIA MECHANICAL CODE (CMC) (PART 4, TITLE 24, CCR) 2018 UNIFORM MECHANICAL CODE (UMC)
x 2022 CALIFORNIA PLUMBING CODE (CPC) (PART 5, TITLE 24, CCR) 2018 UNIFORM PLUMBING CODE (UPC)
x 2022 CALIFORNIA ENERGY CODE (CEC) (PART 6, TITLE 24, CCR)x 2022 CALIFORNIA FIRE CODE (CFC) (PART 9, TITLE 24, CCR)x 2022 CALIFORNIA GREEN BUILDING CODE (CGBC) (PART 11, TITLE 24, CCR)x 2022 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR)

3. MATERIALS: ALL MATERIALS, APPLIANCES AND EQUIPMENT SHALL BE OF THE MAKE, BRAND AND QUALITY SPECIFIED. THEY SHALL BE NEW, CLEAN, FREE FROM DEFECTS, AND SHALL BE THE BEST OF THEIR RESPECTIVE KIND.

4. DUCTWORK:

A. DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CALIFORNIA MECHANICAL CODE, SMACNA-2006, AND UL 181 STANDARDS.

B. DUCTWORK SHALL BE GALVANIZED STEEL. GAUGES OF METAL FOR ROUND SPIRAL DUCT SHALL BE AS FOLLOWS (UNLESS NOTED OTHERWISE ON THE DRAWINGS):

DUCTS FITTINGS

1. THRU 12" DIAMETER 26 GAUGE 26 GAUGE

2. 14" THRU 24" DIAMETER 24 GAUGE 24 GAUGE

3. 26" THRU 36" DIAMETER 22 GAUGE 20 GAUGE

ROUND AND OVAL SPIRAL DUCTS (FITNESS) SHALL BE CONTINUOUS SPIRAL SEAM UNITS, WITH FACTORY SLIP FITTINGS & COUPLINGS, SECURED WITH SHEET METAL SCREWS OR DRIVE RIVETS.

C. 24 GAUGE DOUBLE THICKNESS TURNING VANES HELD FIRMLY BY TWO 24 GAUGE 2-1/4" WIDE CRIMPED RAIL ASSEMBLIES SIMILAR TO DURO-DYNE VANE RAIL ASSEMBLIES SHALL BE USED ON ALL 90-DEG.DUCT TURNS.

D. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH APPROVED SEALER & DUCT TAPE.E. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE U.L. APPROVED STATE FIRE MARSHALL LISTED

NON-COMBUSTIBLE, VINYL COATED, WIRE REINFORCED FIBERGLASS, WITH MAXIMUM CONDUCTANCE OF .30. DUCT SHALL HAVE A MINIMUM LENGTH OF THREE FEET AND A MAXIMUM LENGTH OF FIVE FEET (FOR NON-RESIDENTIAL AREAS). DUCTS SHALL BE INSTALLED FREE OF KINKS & SUPPORTS ON 36" CENTERS WITH 3/4" WIDE STRAP HANGERS. FITTINGS SHALL BE SHEET METAL. JOINTS & CONNECTIONS SHALL BE MADE WITH 1/2" WIDE METAL BANDS WITH NOT LESS THAN 2 SHEET METAL SCREWS EACH.

F. FLEXIBLE DUCT SIZING SHALL BE PER DIFFUSER SCHEDULE - SAME SIZE AS DIFFUSER NECK.

TRANSITION AS NEEDED FROM SMALLER DIAMETER HARD DUCT TO LARGER DIAMETER FLEX DUCT.

G. MANUAL VOLUME DAMPERS, U.O.N. AS OPPOSED BLADE DAMPERS, SHALL BE INSTALLED AS A MEANS TO BALANCE AIR FLOW AT ALL DIFFUSERS AND REGISTERS. DAMPER BLADES IN FITTINGS SHALL BE 22 GAUGE AND PROVIDED WITH SHAFT AND LOCKING QUADRANT.

H. DUCT HANGERS SHALL BE ATTACHED TO HORIZONTAL SLABS WITH ANGLE CLIPS SECURED WITH

INSERTS, NAILED TO VERTICAL WALLS, BOLTED TO BEAMS & JOISTS, SPACED BETWEEN SPANCRETE SECTION, HUNG 3/8" REBAR 6" LONG ABOVE THE METAL BAR AND/OR AS APPROVED BY THE ARCHITECT.

I. DUCTWORK SHALL COMPLY WITH ACOUSTICAL REQUIREMENTS BASED ON ACOUSTICAL REPORT.

MAINLY, ACOUSTICAL LINING LENGTHS SHALL BE MAINTAINED AS SPECIFIED ON THE DRAWINGS. IF ANY

FIELD CHANGES NEED TO BE MADE, THE CONTRACTOR SHALL CONSULT THE ENGINEERING OR

ARCHITECTURAL TEAM TO VERIFY THAT THE CHANGES WILL COMPLY WITH THE ACOUSTICAL REQUIREMENTS.

J. DUCT SYSTEMS ARE SIZED, DESIGNED, AND EQUIPMENT IS SELECTED USING THE FOLLOWING METHODS:

1. ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ANSI/ACCA 2 MANUAL J-2011 OR EQUIVALENT.

2. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ACCA 1 MANUAL D-2009 OR EQUIVALENT.

3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO 2022 CBC.

5. DAMPERS:

A. VOLUME DAMPERS SHALL BE PROVIDED IN EACH BRANCH DUCT TO EACH DIFFUSER AND REGISTER, AND SHALL BE OPPOSED BLADE ADJUSTABLE TYPE.

B. WHERE THE USE OF BALANCING DAMPERS AT GRILLES, CREATES OBJECTIONABLE NOISE, THE CONTRACTOR SHALL PROVIDE 2" THICK, 6#FIBERGLASS BAFFLES BEHIND THE GRILLES, SLOTTED FOR THE AIR VOLUME REQUIRED.

C. AS PER SECTION 717.3.2.1 FIRE DAMPER RATINGS, FIRE DAMPERS SHALL HAVE THE MINIMUM FIRE PROTECTION RATING SPECIFIED IN TABLE 717.3.2.1 FOR THE TYPE OF PENETRATION.

TABLE 717.3.2.1

TYPE OF PENETRATION MINIMUM DAMPER RATING
(HOURS)
LESS THAN 3-HOUR FIRE-RESISTANCE-RATED ASSEMBLIES 1.5
3-HOUR OR GREATER FIRE-RESISTANCE-RATED ASSEMBLIES 3
D. AS PER SECTION 717.3.2.2 SMOKE DAMPER RATINGS. SMOKE DAMPER LEAKAGE RATINGS SHALL BE CLASS I OR II. ELEVATED TEMPERATURE RATINGS SHALL NOT BE LESS THAN 250-DEG FAHRENHEIT (121-DEG CELCIUS).

E. AS PER SECTION 717.3.2.3 COMBINATION FIRE/SMOKE DAMPER RATINGS, COMBINATION FIRE/SMOKE

DAMPERS SHALL HAVE THE MINIMUM FIRE PROTECTION RATING SPECIFIED FOR FIRE DAMPERS IN TABLE 717.3.2.1 FOR THE TYPE OF PENETRATION AND SHALL ALSO HAVE A MINIMUM SMOKE DAMPER RATING AS SPECIFIED IN SECTION 717.3.2.2.

F. FIRE DAMPERS TO BE DYNAMIC TYPE.

G. COMBINATION FIRE SMOKE DAMPERS TO BE ACTIVATED USING DUCT SMOKE DETECTORS WITHIN 5'-0" OF THE DAMPERS. AREA SMOKE DETECTOR MAY BE USED IN LIEU OF THE DUCT SMOKE DETECTOR. PROVIDE DUCT SMOKE DETECTOR FOR COMBINATION FIRE SMOKE DAMPERS.

6. PIPING:

A. PROVIDE HANGERS AND SUPPORTS AS REQUIRED. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE.

B. CONDENSATE PIPING SHALL BE UNDER THE PLUMBING SECTION OF THE SPECIFICATIONS.

C. ALL PIPING SHALL BE ACOUSTICALLY VIBRATION ISOLATED FROM THE STRUCTURE USING HUBBARD HOLDRITE SILENCER SERIES FELT 100 OR EQUAL. THE FELT WILL NOT BE CRUSHED. NEOPRENE PADS WILL BE USED AT CLAMP LOCATIONS. THEY SHALL BE EQUAL TO HUBBARD HOLDRITE SILENCER SERIES 276.

7. INSULATION:

A. INSULATION SHALL BE U.L. LISTED IN COMPLIANCE WITH FLAME-SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF THE CALIFORNIA BUILDING CODE. INSTALLATION SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA ENERGY COMMISSION REQUIREMENTS.

B. INSULATE ALL INTERIOR CONDITIONED SUPPLY & RETURN AIR DUCTWORK WITH 1-1/2" THICK, 75LB. PER CU. FT.

DENSITY FIBERGLASS INSULATION WITH VAPOR BARRIER (R-8 MINIMUM).

C. CONDENSATE PIPING SHALL BE INSULATED WITH 1" FOAM PLASTIC AND PAINTED TO MATCH EXISTING WALL OR CEILING.

D. REFRIGERANT PIPING INSULATION MATERIAL SHALL BE 1-INCH THICKNESS, AND SHALL FURNISH THERMAL RESISTANCE IN THE RANGE OF R-4.0 TO 4.6 PER INCH AT 75 DEGREES F. FOR ANY OTHER

VALUE OF R, INSULATION THICKNESS SHALL BE CALCULATED ACCORDINGLY AND SUBMITTED FOR REVIEW. BASIS OF DESIGN WILL BE AP ARMACELL.

E. EXTERIOR INSULATION EXPOSED TO WEATHER SHALL BE WEATHERPROOFED WITH CHILDERS ALUMINUM JACKETING OR EQUAL. JACKETING SHALL BE FURNISHED WITH AN INTEGRALLY BONDED MOISTURE BARRIER OVER ENTIRE SURFACE IN CONTACT WITH INSULATION. A MINIMUM THICKNESS OF

0.016 ALUMINUM JACKETING IS TO BE PROVIDED ON DUCTS AND PIPING. INSULATED ELBOWS, OF 90 DEGREES AND 45 DEGREES, WITH A NOMINAL IRON PIPE SIZE OF 1/2 INCH TO 8 INCHES SHALL BEPROVIDED WITH CHILDERS ALUMINUM ELL-JACS INSULATION COVERS AS BASIS OF DESIGN, OR PABCO,RPR, OR EQUAL, MANUFACTURED FROM 1100 ALUMINUM ALLOY OF 0.024 INCH THICKNESS.

F. COVER ALL JOINTS & CRACKS OF PLENUMS LINING WITH 4" STRIPS OF 6 OUNCE FIBERGLASS, ATTACHED WITH ARABOL ADHESIVE.

G. REFRIGERANT PIPING INSULATION SHALL BE AP ARMAFLEX BLACK S (SELF-SEAL) PIPE INSULATION WITH A NOMINAL WALL THICKNESS OF 1 INCH AS BASIS OF DESIGN OR EQUAL.

H. FIRE BARRIER DUCT WRAP MUST BE APPROVED FOR FIRE RESISTIVE VENTILATION DUCTS SUCH AS 3M DUCT WRAP 615+ (LARR# 26061-T) OR EQUAL.

8. REFRIGERANT PIPING:

A. UNLESS OTHERWISE INDICATED, MAIN LIQUID AND SUCTION LINES FROM CONDENSING UNIT TO EVAPORATOR COIL SHALL BE OF SIZES SPECIFIED BY THE MANUFACTURER.

B. REFRIGERATION PIPING SHALL BE REFRIGERATION GRADE COPPER TUBING, TYPE L HARD-DRAWN. IN

INSTANCES WHERE REFRIGERATION LINES ARE INSTALLED IN AN INACCESSIBLE LOCATION AND MUST

BE SNAKED THROUGH CONDUIT, THAT PORTION OF TUBING REQUIRED TO COMPLETE CONNECTIONS THROUGH CONDUIT MAY BE SOFT DRAWN. MAINTAIN ENTIRE SYSTEM CLEAN AND DRY DURING INSTALLATION. PIPE SHALL BE SEALED UNTIL INSTALLED.

C. REFRIGERATION PIPING, BOTH HARD AND SOFT-DRAWN, SHALL BE STRAIGHT AND FREE FROM KINKS, RESTRICTIONS AND HORIZONTAL RUNS SHALL BE SLOPED TOWARDS COMPRESSOR ONE INCH TO 10FEET WHEREVER POSSIBLE. VAPOR LINE OIL TRAPS SHALL BE INSTALLED ON BOTTOM OF VERTICALRISERS AND INVERTED OIL TRAP SHALL BE INSTALLED ON TOP OF VERTICAL RISERS.

D. REFRIGERATION PIPING: JOINTS SHALL BE SILVER BRAZED AND LEAK TESTED. FIELD FABRICATED LINES SHALL BE THOROUGHLY FLUSHED AND CLEANED BEFORE CONNECTION. BLEED NITROGEN

THROUGH LINES DURING SILVER BRAZING, AND CAP AND SEAL LINES WHEN NOT COMPLETED AND CONNECTED TO EQUIPMENT.

E. SLEEVE PENETRATIONS OF FLOORS, WALLS AND CEILING TO ALLOW FOR FREE MOTION OF PIPING.

PROVIDE 24 GAGE GALVANIZED IRON PIPE AND CHROME-PLATED ESCUTCHEON PLATES. PACK ANNULAR SPACE BETWEEN PIPE AND SLEEVE WITH INCOMBUSTIBLE MATERIAL SUCH AS FIBERGLASSAND SEAL EACH END WITH MASTIC TO PROVIDE A WATERPROOF SEAL.

F. PROVIDE HANGERS AND SUPPORTS AS REQUIRED. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE.

G. CONDENSATE PIPING SHALL BE UNDER THE PLUMBING SECTION OF SPECIFICATIONS.

9. FLASHING:

A. PROVIDE WATERTIGHT SOLDERED SHEET METAL FLASHING AT ALL NEW & EXISTING WALL AND ROOF OPENINGS.

B. ALL CONDUIT & PIPES PASSING THRU THE ROOF OPENING SHALL BE FLASHED AND COUNTER FLASHED WITH ACCORDANCE TO ARCHITECTURAL DETAILS.

C. ALL VOIDS AROUND DUCT PENETRATIONS THRU FLOORS, WALLS & CEILINGS SHALL BE PROPERLY SEALED.

10. FILTERS:

A. FILTERS SHALL BE U.L. APPROVED AND SHALL HAVE A MINIMUM MERV RATING OF 13 AS TO SATISFY CONDITIONS OF USE PERMIT.

B. FILTERS SHALL BE PROVIDED WITH AN INTEGRATED PRESSURE DROP SENSOR WIRED TO A WARNING LIGHT ON THE CONTROL PANEL OF THE UNIT THAT SIGNALS WHEN FILTER NEEDS TO BE REPLACED.

C. CONTRACTOR SHALL PROVIDE AN INITIAL SET OF PRE FILTERS, REPLACE AS REQUIRED DURING

CONSTRUCTION, AND SHALL INSTALL ANOTHER SET OF FILTERS AT THE BEGINNING OF TESTING & BALANCING.

11. THE TERMINATION POINT FOR EXHAUST DUCTS DISCHARGING TO ATMOSPHERE SHALL NOT BE LESS THAN THE FOLLOWING:

A. ENVIRONMENTAL AIR: 3 FT. FROM PROPERTY LINE, 3 FT. FROM BUILDING OPENINGS & 10 FT. FROM A FORCED AIR INLET.

B. PRODUCT CONVEYING CLASS 1: 30 FT. FROM PROPERTY LINE, 10 FEET FROM BUILDING OPENINGS, 6 FT.

FROM EXTERIOR WALL OR ROOF, 30 FT. FROM COMBUSTIBLE WALLS OR OPENINGS INTO THE BUILDING THAT ARE IN THE DIRECTION OF THE EXHAUST DISCHARGE AND 10 FT. ABOVE ADJOINING GRADE.

12. ALL PLUMBING AND APPLIANCE VENTS AND THE DISCHARGE OUTLET OF EXHAUST FANS SHALL BE AT LEAST TEN(10) FEET IN A HORIZONTAL DIRECTION, OR THREE(3) FEET ABOVE THE OUTSIDE AIR INTAKES FOR HVAC UNITS.

13. ELECTRICAL:

A. FURNISH ALL CONTROLS, SUPPLY INSTRUCTIONS TO THE ELECTRICAL CONTRACTOR FOR MAKING THE

LINE & LOW VOLTAGE ELECTRICAL CONNECTIONS, & BE RESPONSIBLE FOR THE OPERATION OF THE EQUIPMENT FURNISHED UNDER THIS SECTION OF THE WORK.

B. THE ELECTRICAL SECTION WILL FURNISH THE LINE & LOW VOLTAGE ELECTRICAL WORK, HOWEVER, ANY

CONTROL WIRING WHICH IS REQUIRED THAT IS NOT SHOWN ON THE CONTROL DIAGRAM SHALL BE PROVIDED UNDER THIS SECTION. IN THE EVENT THAT THE CONTRACTOR CHOOSES TO PROVIDEEQUIPMENT WHICH REQUIRES EXTRA EXPENSE IN THE POWER OR CONTROL WIRING, HE SHALL PAY ALLELECTRICAL COSTS.

14. ACCESS DOORS: WHERE NECESSARY IN DUCTWORK OR CASINGS, SUITABLE ACCESS DOORS AND FRAMES TO

PERMIT INSPECTION, OPERATION AND MAINTENANCE OF ALL CONTROLS MOTOR BEARINGS, OR OTHER APPARATUS CONCEALED BEHIND THE SHEET METAL WORK SHALL BE PROVIDED. ACCESS DOORS IN DUCTS MAY BE OF SINGLE PANEL CONSTRUCTION OF NOT LESS THAN NO. 18 GAUGE, GALVANIZED, AND SHALL HAVE SPONGE RUBBER GASKETS WITH HINGES AND LATCHES.

15. PAINTING: CONTRACTOR SHALL PAINT ALL BLACK STEEL EQUIPMENT SURFACES WHICH ARE NOT FACTORY FINISHED, AS WELL AS ALL OTHER STEEL SURFACES EXPOSED TO THE WEATHER. PAINTING SHALL CONSIST OF ONE COAT OF METAL PRIMER AND ONE FINISH COAT THAT SHALL BE APPROVED BY THE ARCHITECT.

16. FIRE DAMPERS SHALL BE INSTALLED IN DUCTS PASSING THROUGH FIRE WALLS, AND WHERE SHOWN ON DRAWINGS. THEY SHALL COME COMPLETE WITH FUSIBLE LINK, ECCENTRIC WEIGHT, 16GA. SLEEVE AND CLOSING STOP. ACCESS TO FUSIBLE LINKS SHALL BE PROVIDED THROUGH ACCESS DOORS. DAMPERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NFPA 90A REQUIREMENTS AND SHALL BE APPROVED FOR USE BY THE STATE FIRE MARSHALL. INSTALL FIRE DAMPERS & SMOKE FIRE DAMPERS IN SUCH A MANNER AS TO BE READILY ACCESSIBLE FOR MAINTENANCE & REPAIRS.

17. MEP COMPONENT ANCHORAGE NOTE

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA-APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13,26, AND 30:

A. ALL PERMANENT EQUIPMENT AND COMPONENTS.

B. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING FLEXIBLE CABLE.

C. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY DSA.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE

COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS:

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVING A CENTER MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASED OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

THE ANCHORAGE OF ALL MECHANICAL , ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE

APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THE ABOVE REQUIREMENTS.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6,

13.6.7, 13.6.8; AND 2019 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BLOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., HCAI OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR

MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP_ MD√ PP_ E_ OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH THE PROJECT SPECIFIC NOTED AND DETAILS.

18. FINAL LOCATION OF CEILING DIFFUSERS SHALL BE PER THE REFLECTED CEILING PLAN OR AS PER FIELD REQUIREMENTS.

19. A MINIMUM OF 30" CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION SHALL BE PROVIDED.

20. OPENINGS: FURNISH INFORMATION TO THE OTHER TRADES ON SIZE AND LOCATION OF OPENINGS WHICH ARE REQUIRED IN WALLS, SLABS, ETC, FOR PIPING, DUCTS & EQUIPMENT. ANY ADDITIONAL OPENINGS OR CHANGES TO

THE EXISTING ONES SHALL BE PROVIDED AS ACCEPTABLE TO THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER.

21. ACOUSTICAL NOTES:

A. APARTMENT FCU VIBRATION ISOLATION SHOULD BE USING A MASON INDUSTRY TYPE HMIB GROMMET.

B. ROOFTOP CONDENSING UNITS

1. ISOLATOR SHALL BE 2 INCH DEFLECTION STEEL SPRING EQUAL TO MASON SSLFH AND THE CEILING IN THE UNIT SHALL INCLUDE RESILIENT CHANNEL.

C. FLEXIBLE CONNECTIONS SHOULD BE USED AT ALL CONNECTIONS TO MECHANICAL EQUIPMENT.

D. TOILET EXHAUST FANS' MAXIMUM SONE LEVEL OF 1.5 SONES.

22. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN, PER ENERGY CODE 120.2(F), UNLESS IT COMPLIES WITH AN EXCEPTION.

HEATING,VENTILATING, AND AIR CONDITIONING (HVAC) CONSTRUCTION NOTES MECHANICAL SYMBOLS LEGEND

SYMBOL ABBR DESCRIPTION
NEW DUCTWORK - FIRST FIGURE: SIDE SHOWN
SECOND FIGURE: SIDE NOT SHOWN
(N) NEW DUCTWORK WITH EXTERNAL INSULATION
(L) DUCTWORK WITH INTERNAL ACOUSTICAL LINING

FLEX CONNECTION IN DUCT

DUCT SIZE TRANSITIONROUND VERTICAL RISE OR DROPRECTANGULAR VERTICAL RISE OR DROP

VERTICAL TAKE OFF UPVERTICAL TAKE OFF DOWN
ROUND DUCT 90 DEGREE RADIUS ELBOWROUND DUCT CONICAL 90 DEGREE TAKE OFFRECTANGULAR DUCT 90 DEGREE MITEREDELBOW WITH EXTRACTION DAMPERRECTANGULAR DUCT ANGLE TAKE OFF

FD, CSFD
(FD) DYNAMIC FIRE DAMPER /(CSFD)COMBINATION SMOKE AND FIRE

DAMPER-WITH ACCESS DOOR & CEILING
ACCESS

MD MANUAL VOLUME DAMPER

DUCT UNDER POSITIVE PRESSURE (SUPPLY

AIR OR FAN DISCHARGE)
DUCT UNDER NEGATIVE PRESSURE (RETURN,EXHAUST)RECTANGULAR CEILING DIFFUSER (TYPE S-1, 100 CFM) SUPPLY AIR
SIDEWALL DIFFUSER (TYPE S-1, 100 CFM)SUPPLY AIR
CEILING REGISTER/GRILLE (TYPE E-1, 100 CFM

RETURN AIR OR EXHAUST AIR)
SIDEWALL REGISTER/GRILLE (TYPE R-1, 100

CFM RETURN AIR OR EXHAUST AIR)

U/C UNDERCUT DOOR
T TOP OF THERMOSTAT MOUNTED AT 48" A.F.F.

EQUIPMENT IDENTIFICATION

STACK, VENT OR ROUND DUCT RISER
12"x6" 12"x6"

CSFD CSFD
S-1
100
S-1
100
R-1
100
E-1
100
R-1
100
U
T
1 FC

MECHANICAL SCHEDULES
DATE PLOTTED: 5/17/2022 4:43 PM BY: KENNY GANATE LORENZO LAST SAVED: KLORENZO FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\MECHANICAL\M-0.2 MECHANICAL SCHEDULES.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB REGISTERED PROFESSIONA L ENGINEERJOPER O. T UPA SST A T E OF C A LIFOR N ME IA C HA NIC A L NO. M-35317 EXP. 06/30/2025 WWW.BREENDESIGN.COM 3825 DEL AMO BOULEVARD PH: 310 464 8404 TORRANCE, CA 90503 OO COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY KLORENZODESIGNED BY ECRISTOBAL

CHECKED BY RJOHNSON

APPROVED BY RJOHNSON

PACKAGED ROOFTOP HEAT PUMP UNIT SCHEDULE
MARK QTY. MAKE MODEL TONS

EVAPORATOR FAN COOLING HEATING ELECTRICAL

SERVICE

OPERATING
WEIGHT
(LBS.)

REMARKS

SUPPLY AIR
(CFM)
EXT. SP.
(IN. WC)
MAX.

BHP TOTAL CAPACITY (BTUH) SENSIBLE CAPACITY (BTUH)

EFFICIENCY
@ 47° DEG. F HSPF @ 17 DEG. F V PH HZ MCA MOCP

SEER EER IEER
RTU-1 1 CARRIER 50FCQM17 15.0 TONS 6300 0.8 2.4 172,000 -- 10.6 14.0 168,000 - 106,000 208/230 3 60 72 - 1/F (COMMERCIAL KITCHEN) 1627 PROVIDE ROOF CURB WITH PERIMETER SPRING ISOLATOR AND ECONOMIZER.

RTU-2 4 CARRIER 50FCQM12 10.0 TONS 4000 0.25 2.4 118,000 120,000 - 11.0 15.0 115,000 - 66,000 208/230 3 60 60 70 1/F (MULTI-USE AREA / LIBRARY, COMMON AREA, CAFETERIA ROOM), 2/F (COMMON OPEN AREA 1) 955 PROVIDE ROOF CURB WITH PERIMETER SPRING ISOLATOR AND ECONOMIZER.

RTU-3 4 CARRIER 50VT-K24---3 2 TONS 750 0.5 0.12 23,000 - 14.5 12.0 - 22,600 8.0 12,000 208/230 1 60 21.3 30 1/F (HALLWAY, MEN'S LOCKER ROOM / WOMEN'S LOCKER ROOM), 2/F (COMPUTER ROOM, MULTI-USE ROOM NO.3) 365 PROVIDE ROOF CURB WITH PERIMETER SPRING ISOLATOR AND ECONOMIZER.RTU-4 1 CARRIER 50FCQM08 7.5 TONS 3000 0.25 2.4 86,000 90,000 - 11.2 15.0 83,000 - 48,000 208/230 3 60 45 60 2/F (COMMON OPEN AREA 2) 805 PROVIDE ROOF CURB WITH PERIMETER SPRING ISOLATOR AND ECONOMIZER.RTU-5 1 CARRIER 50FCQA06 5 TONS 2500 0.25 1.06 60,500 60,000 14.3 11.8 15.0 56,500 8.2 30,000 208/230 3 60 31 45 2/F (ART ROOM) 584 PROVIDE ROOF CURB WITH PERIMETER SPRING ISOLATOR AND ECONOMIZER.

RTU-6 2 CARRIER 50FCQA05 4 TONS 2000 0.25 0.72 49,500 48,000 14.3 11.8 15.0 46,000 8.2 23,600 208/230 3 60 26 30 1/F (AEROBICS & GYM) 473 PROVIDE ROOF CURB WITH PERIMETER SPRING ISOLATOR AND ECONOMIZER.

RTU-7 3 CARRIER 50FCQA04 3 TONS 1500 0.25 0.44 36,200 36,000 14.3 11.8 15.0 34,000 8.2 17,000 208/230 3 60 27 30 2/F (MULTI-USE ROOM N0.1, MULTI-USE ROOM N0.2, GAME ROOM) 467 PROVIDE ROOF CURB WITH PERIMETER SPRING ISOLATOR AND ECONOMIZER.

AIR DISTRIBUTION SCHEDULE
MARK QTY. MAKE MODEL CFM STYLE USE SIZE (IN) MAX PD (IN) MAX NC REMARKS S-1 77 PRICE AMCD 0-1500 ALUMINUM MODULAR CORE DIFFUSER SA 24" X 24" 0.056 23 NECK SIZE PER PLAN. PROVIDE O.B.D.

S-2 7 PRICE AMCD 0-100 ALUMINUM MODULAR CORE DIFFUSER SA 12" X 12" 0.009 15 R-1 21 PRICE 10 0-2000 PERFORATED RETURN GRILLE RA 24" X 24" 0.171 25 R-2 1 PRICE 10 2001-3600 PERFORATED RETURN GRILLE RA 48" X 20" 0.171 25 E-1 21 PRICE 80 0-210 EGG CRATE EA 12" X 12" 0.013 15
OA-1 8 PRICE 620 0-150 LOUVERED SUPPLY GRILLE OA 12" X 12" 0.008 15

FAN SCHEDULE
MARK QTY. MAKE MODEL TOTAL CFM FAN TYPE ESP (IN) MAX. RPM

MOTOR DATA

SERVICE WEIGHT (LBS) REMARKS HP AMPS V PH
EF-1 5 GREENHECK SQ-70-VG 150 DIRECT DRIVE 0.25 1,443 1/15 HP - 115 1 MEN'S PUBLIC RESTROOM A-205, WOMEN'S PUBLIC RESTROOM A-204, RESTROOM (A-104,A-105), STORAGE ROOM A-208,JANITOR CLOSET A-131 30.0 DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. INTERLOCK WITH LIGHTSWITCH. PROVIDE BACKDRAFT DAMPER.

EF-2 1 GREENHECK USF-15-B7 1200 DIRECT DRIVE 0.5 903 1/3 HP - 115 1 WOMEN'S PUBLIC BATHROOM A-212, MEN'S PUBLIC BATHROOM A-213 47.0 DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. INTERLOCK WITH LIGHTSWITCH. PROVIDE BACKDRAFT DAMPER.

EF-3 1 GREENHECK SQ-99-VG 700 DIRECT DRIVE 0.5 1,576 1/4 HP - 115 1 1/F (WOMEN'S LOCKER ROOM & MEN'S LOCKER ROOM) 48.0 DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. INTERLOCK WITH LIGHTSWITCH. PROVIDE BACKDRAFT DAMPER.

EF-4 1 LORENCOOK 120R13D 1,000 DIRECT DRIVE 0.25 1,300 1/4 HP - 115 1 COMMERCIAL KITCHEN 67.0 - SF-1 1 GREENHECK USF-12-B7 850 DIRECT DRIVE 0.5 1,395 1/3 HP - 115 1 1/F OFFICES, WOMEN'S/MEN'S PUBLIC BATHROOM (A-212, A-213) 57.0 DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. FAN TO RUN CONTINUOUSLY. PROVIDE 2" MERV 13 FILTER.

KEF-1 1 SUPREME GBC-222 3300 DIRECT DRIVE 1.00 971 1 1/2 HP - 115 1 COMMERCIAL KITCHEN 420.0 -

VRF SYSTEM-INDOOR UNIT SCHEDULE
MARK QTY. MAKE MODEL

COOLING CAPACITY

HEATING

CAPACITY BTUH

BLOWER ELECTRICAL DATA
SERVICE WEIGHT (LBS) REMARKS NOMINAL BTUH SENSIBLE BTUH CFM ESP. (IN. WC) POWER VOLT PH MCA MOCP FC-1 2 SAMSUNG AM005TNVDCH/AA 5,000 3,400 5,800 173 - 27 W 208/230 1 0.16 15.0 1/F (OFFICE SPACE A-121 & A-122) 19.8 PROVIDE VIBRATION SPRING ISOLATOR HANGER, CONDENSATE OVERFLOW SWITCH AND PROGRAMMABLE THERMOSTAT. DISCONNECT SWITCH BYELECTRICAL CONTRACTOR. SEE PLUMBING DRAWINGS FOR PRIMARY CONDENSATE PIPING. PROVIDE WITH 2" MERV 13 FILTER BOX ON RETURN AIRPLENUM.

FC-2 1 SAMSUNG AM012TNVDCH/AA 12,000 8,300 13,500 335 - 27 W 208/230 1 0.31 15.0 1/F (BREAK ROOM) 20.9 FC-3 1 SAMSUNG AM005NNNDCH/AA 5,000 3,300 6,000 300 - 65 W 208/230 1 0.24 15.0 1/F (OFFICE SPACE HALLWAY) 25.79 FC-4 2 SAMSUNG AM018NNNDCH/AA 18,000 13,500 20,000 450 - 65 W 208/230 1 0.38 15.0 1/F (CONFERENCE ROOM & MEETING ROOM) 26.46

VRF SYSTEM-OUTDOOR UNIT SCHEDULE
MARK QTY. MAKE MODEL

NOMINAL CAPACITY ELECTRICAL DATA MAXIMUM REFRIGERANT LINES LENGTHS WEIGHT
(LBS)

VIBRATION

ISOLATORS FAN COIL UNIT REMARKS

COOLING BTUH HEATING BTUH HSPF IEER/EER V PH MCA MOCP TOTAL PIPE LENGTH (FT) VERTICAL LIFT (FT) CU-1 1 SAMSUNG AM072BXVGFH/AA 72,000 81,000 - 28.8/12.2 208/230 1 28.0 50.0 3,280 164.0 383.6 SPRING ISOLATOR FC-1, FC-2, FC-3 PROVIDE SPRING ISOLATORS AND REFRIGERANT PORT LOCKING CAP. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR.

SPLIT SYSTEM OUTDOOR UNIT SCHEDULE
MARK QTY. MAKE MODEL

NOMINAL CAPACITY ELECTRICAL DATA MAXIMUM REFRIGERANT LINES LENGTHS WEIGHT (LBS) VIBRATION ISOLATORS FAN COIL UNIT REMARKS COOLING BTUH HEATING BTUH HSPF SEER/EER V PH MCA MOCP TOTAL PIPE LENGTH (FT) VERTICAL LIFT (FT) CU-2 4 SAMSUNG AR09TSFACWKXCV 9,000 11,000 12.5 24.5/15.5 208/230 1- - 66.0 49.0 70.8 VIBRATION SPRING ISOLATORS FC-5 PROVIDE VIBRATION SPRING ISOLATOR AND REFRIGERANT PORT LOCKING CAP. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. REFRIGERANT PIPING SIZING AND OTHER CONSIDERATIONS SHALL BE PER MANUFACTURER'S RECOMMENDATION.

SPLIT SYSTEM INDOOR UNIT SCHEDULE
MARK QTY. MAKE MODEL

COOLING CAPACITY HEATING

CAPACITY BTUH

BLOWER ELECTRICAL DATA
SERVICE WEIGHT (LBS) REMARKS NOMINAL BTUH SENSIBLE BTUH CFM ESP. (IN. WC) POWER VOLT PH MCA MOCP FC-5 4 SAMSUNG AR09TSFABWKNCV 9,000 - 11,000 250 -- 208/230 1 12 - ELEVATOR MACHINE ROOM, ELEC ROOM A-115 & A-209, TV/ TELEPHONE ALARM ROOM 23.4 PROVIDE CONDENSATE PUMP WITH OVERFLOW SWITCH AND TITLE 24 COMPLIANT PROGRAMMABLE THERMOSTAT. SEE PLUMBING DRAWINGS FOR PRIMARY CONDENSATE PIPING. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. INDOOR UNIT POWERED BY OUTDOOR UNIT. FOR ELEVATOR MACHINE ROOM, SET THERMOSTAT TO COOLING MODE ONLY.

MAKE UP AIR SCHEDULE
MARK QTY. MAKE MODEL TOTAL CFM FAN TYPE ESP (IN) MAX. RPM MOTOR DATA PUMP DATA (MODEL: EP200)

SERVICE WEIGHT (LBS) REMARKS
HP AMPS V PH V PH AMPS WATTS GPM @ 5' HEAD
MUA-1 1 ARCTIC CIRCLE ED830 2,640 DIRECT DRIVE 0.8 487 3/4 HP 13.8 115 1 120 1 0.8 44 2.45 COMMERCIAL KITCHEN MAKE UP AIR 285 -

DUCT FURNACE SCHEDULE
MARK QTY. MAKE MODEL TOTAL CFM EXT. SP. (IN. WC) ΔT TOTAL CAPACITY (BTUH) SERVICE WEIGHT (LBS) REMARKS DF-1 1 REZNOR HRP-TSL(10-23)REV-A 2,640 0.38 35.6°F 125,000 COMMERCIAL KITCHEN MAKE UP AIR 201.0 -

MECHANICAL CALCULATIONS
DATE PLOTTED: 5/17/2022 4:43 PM BY: KENNY GANATE LORENZO LAST SAVED: KLORENZO FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\MECHANICAL\M-0.3 MECHANICAL CALCULATIONS.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY KLORENZODESIGNED BY ECRISTOBAL

CHECKED BY RJOHNSON

APPROVED BY RJOHNSON

MINIMUM VENTILATION RATES CALCULATIONS FOR NON-RESIDENTIAL SPACES REQUIRED VENTILATION RATE (2022 CMC SEC. 403.2.1. : TABLE 402.1) USING AREA METHOD VBZ = (RP X PZ ) + (RA X AZ)
REQUIRED VENTILATION RATE (2022

BUILDING ENERGY EFFICIENCY
STANDARDS: TABLE 120.1-A) USING
EQUATION 120.1-F, VZ = RA X AZ 1ACTUAL CFM
ROOM NAME FLOOR RP (CFM/OCC.) OCC./1000FT² (PZ) RA (CFM/FT2) AZ (FT2 ) MIN. CFM (VBZ) RA (CFM/FT2) AZ (FT2
) MIN. CFM (VZ)
LOBBY 1/F 5 30 0.06 592 124.3 0.50 592.0 296.0 300
COMMON AREA 1/F 5 20 0.06 1941 310.6 0.50 1941.0 970.5 980 MULTI-USE AREA / LIBRARY 1/F 5 120 0.06 1682 1110.1 0.50 1682.0 841.0 1120 GYM 1/F 20 10 0.06 1015 263.9 0.15 1015.0 152.3 300
AEROBICS ROOM 1/F 20 10 0.06 1322 343.7 0.15 1322.0 198.3 350 ELECTRICAL ROOM A-115 1/F 5 2 0.06 217 15.2 0.15 217.0 32.6 30 CAFETERIA ROOM 1/F 7.5 70 0.18 2026 1428.3 0.50 2026.0 1013.0 1430 TV/ TELEPHONE ALARM ROOM 1/F 5 2 0.06 160 11.2 0.15 160.0 24.0 30 COMMERCIAL KITCHEN 1/F 5 50 0.06 937 290.5 0.15 937.0 140.6 300 STAFF BREAK ROOM 1/F 5 25 0.06 176 32.6 0.50 176.0 88.0 90 CONFERENCE ROOM 1/F 5 50 0.06 305 94.6 0.50 305.0 152.5 140 MEETING ROOM 1/F 5 50 0.06 282 87.4 0.50 282.0 141.0 150 OFFICE A-121 1/F 5 5 0.06 80 6.8 0.15 80.0 12.0 30
OFFICE A-122 1/F 5 5 0.06 80 6.8 0.15 80.0 12.0 30
MULTI-USE ROOM (A-211) 2/F 5 50 0.06 1470 455.7 0.50 1470.0 735.0 750 ART ROOM 2/F 10 20 0.18 1560 592.8 0.15 1560.0 234.0 600 COMMON OPEN AREA 2/F 7.5 30 0.06 2370 675.5 0.50 2370.0 1185.0 1200 GAME ROOM 2/F 7.5 20 0.18 1276 421.1 0.15 1276.0 191.4 430 ELECTRICAL ROOM A-209 2/F 5 2 0.06 145 10.2 0.15 145.0 21.8 30 STORAGE ROOM A-208 2/F 5 2 0.06 352 24.6 0.15 352.0 52.8 100STORAGE ROOM A-215 2/F 5 2 0.06 235 16.5 0.15 235.0 35.3 50 MULTI-USE ROOM (A-206) 2/F 5 50 0.06 496 153.8 0.50 496.0 248.0 250 COMPUTER ROOM 2/F 10 25 0.12 456 168.7 0.15 456.0 68.4 180 MULTI-USE ROOM (A-202) 2/F 5 10 0.12 724 123.1 0.50 724.0 362.0 370

1. ACTUAL CFM IS BASED ON WHICHEVER IS LARGER BETWEEN VBZ AND VZ.

CORRIDOR VENTILATION AIR CALCULATION REQUIREMENTS
PER CMC-403.0 SUPPLY THE MINIMUM OUTSIDE AIR RATE DETERMINED IN ACCORDANCE WITH TABLE 403.3 BASED ON THE OCCUPANCY OF THE SPACE.

SPACE CORRIDOR
OCCUPANCY CLASSIFICATION 1/F HALLWAY 2/F CORRIDOR
FLOOR AREA [SQ.FT] 1545.4 2258.3
FLOOR LEVEL 1/F 2/F
OUTDOOR AIR [CFM/PERSON] UNLESS NOTED 0.15 CFM/SQ.FT
REQUIRED TOTAL OUTSIDE AIR [CFM] 231.8 338.7
TOTAL OUTSIDE AIR SUPPLIED PER FLOOR [CFM] 250 350

THEREFORE TOTAL SUPPLIED OUTSIDE AIR MEET MINIMUM REQUIREMENTS

ENHANCED CROSS WALK

LOADING
ZONE

EVCS EVCS EVCS EVCS
003 004 005 006
012 013
015 014 017 016
019 018
020
NO
PARKING 021
023 022 024 025
027 026 028 029 030 031 032 033 034 035 036
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x60
5 TIER5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
COOLER

FREEZER
002 003
020 021 007 008
001
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
001
002

SWIMMING POOL

PICKLE BALL COURTS

PERGOLAS -

SEATING AREA

GARDEN BEDS

WALKING TRAIL

WALKING TRAIL

LANDSCAPE AREA

DECK AREA LANDSCAPE

LANDSCAPE

LANDSCAPE

WALKING TRAIL SIDEWALK

SIDEWALK

WALKING TRAIL

SIDEWALK

LANDSCAPE AREA LANDSCAPE AREA
12'-0" SIDEWALK
12'-0" SIDEWALK

LANDSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE
AREA

WALKING TRAIL
SIDEWALK SIDEWALK ELECT. ROOM TRASH ROOM
OFFICE
LOBBY

COMMUNITY
AREA

FITNESS
ROOM

COMMUNITY
ROOM
ELEV.

LAUNDRY
BOILER
ROOM
ELECT.

ROOM
PATIO
12'-0" SIDEWALK
POOL
HOUSE

ACCESS ROAD FOR

PANTRY / KITCHEN

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE
AREA

WALKING TRAIL
6 SHORT

TERM BIKE
SPACES
6 SHORT

TERM BIKE
SPACES

GARDEN BEDS
SHADE

STRUCTURE
SHADE

STRUCTURE
SENIOR

APARTMENTS

WATER STATION

WATER STATION

WATER STATION
WATER

STATION
WATER

STATION

ADA POOL LIFT

WALKING TRAIL

DISTANCE MARKER
TRASH CAN, TYP.

TRASH CAN, TYP.

WALKING TRAIL

DISTANCE MARKER

WATER STATION
TRASH CAN, TYP.

TRASH CAN,TYP.

TRASH CAN
TRASH CAN,TYP.

SHADE STRUCTURE

OVER SEATING TABLES

TRASH CAN
15,000 SF

OPEN AREA
TRASH CAN,TYP.

SHADE

BOCCI BALL STRUCTURE

CALL BOX
TRASH
CAN
TRASH
CAN
TRASH
CAN
TRASH
CAN
13'X40'

LOADING
SPACE

MECHANICAL SITE PLAN
DATE PLOTTED: 5/17/2022 4:43 PM BY: KENNY GANATE LORENZO LAST SAVED: CCALBONERA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\MECHANICAL\M-1.0 MECHANICAL SITE PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY CCALBONERADESIGNED BY ECRISTOBAL

CHECKED BY RJOHNSON

APPROVED BY RJOHNSON

REFERENCE NOTES
1 -

GENERAL NOTES
1 -
1 M-2.1
N
1 M-2.2
1 M-2.3
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x60
5 TIER5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
COOLER

FREEZER
T
T
T
T
24x48
T
T T
8"Ø
12"Ø
20"Ø
16"Ø
18"Ø
10"Ø
6"Ø
6"Ø
12"Ø
6"Ø
22"Ø 24"Ø
16"Ø
16"Ø
22"Ø
20"Ø
18"Ø
10"Ø
24"Ø
10"Ø
12"Ø
14"Ø
10"Ø10"Ø
8"Ø
6"Ø6"Ø
12"Ø 12"Ø
12"Ø 12"Ø
18"Ø
14"Ø
12"Ø 12"Ø12"Ø 12"Ø
18"Ø
14"Ø
18"Ø18"Ø
OA-1
100
OA-1
140
OA-1
150
E-1
100
S-1
625
S-1
625
S-1
625
S-1
625
S-2
250
R-1
1510
R-1
1510
S-2
250
S-1
625
S-1
625
S-1
300
S-1
150
S-1
100
S-1
100
R-1
530
S-1
750
S-1
750
S-1
750
S-1
750
S-1
750
R-1
1440
R-1
1440
S-1
275
S-1
275
S-2
70 S-2
70 S-1
400
S-1
500
S-1
500
S-1
500
S-1
R-1 500
1670
S-1
500
S-1
500
S-1
500
S-1
500
R-1
1700
T
E-1
70 E-1
70 6"Ø
E-1
70 E-1
70 6"Ø
18"Ø
14"Ø 14"Ø
14"Ø 14"Ø 14"Ø
12"Ø
14"Ø
18"Ø
12"Ø
12"Ø
12"Ø 12"Ø
12"Ø
10"Ø
E-1
210
8"Ø
8"Ø
10"Ø
12"Ø
E-1
210
12"Ø 12"Ø
12"Ø12"Ø 12"Ø 12"Ø
12"Ø
20"Ø
S-1
100
S-2
30 S-2
30 OA-1
40 12"Ø
8"Ø
8"Ø
6"Ø
12"Ø
12"Ø
E-1
70 E-1
70 S-1
1500
S-1
1250
S-1
1250
S-1
1250
S-1
750
R-1
650
R-2
3590
OA-1
80 OA-1
40 8"Ø
6"Ø
6"Ø
6"Ø
12"Ø
E-1
100
6"Ø
S-1
400
S-1
400
S-1
400
S-1
400
S-1
400
S-1
400
S-1
400
S-1
400
S-1
400
R-1
870
R-1
850
R-1
850
18"Ø
14"Ø
14"Ø
8"Ø

MECHANICAL FIRST FLOOR PLAN
DATE PLOTTED: 4/1/2024 10:09 AM BY: EDGARDO GARCERO JR. LAST SAVED: EGARCERO FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\MECHANICAL\M-2.1 MECHANICAL FIRST FLOOR PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY EGARCERODESIGNED BY ECRISTOBAL

CHECKED BY RJOHNSON

APPROVED BY RJOHNSON
N

REFERENCE NOTES
WALL MOUNTED FAN COIL UNIT.

CEILING MOUNTED INLINE EXHAUST/MAKE-UP AIR FAN.

INSTALL THERMOSTAT 48" A.F.F.
4-WAY CEILING CASSETTE TYPE FAN COIL UNIT.
12"Ø OUTSIDE AIR DUCT TO TERMINATE THROUGH EXTERIOR
WALL WITH 14"X14" EXTERIOR WALL LOUVER. CONFIRM
FINISHED COLOR WITH ARCHITECT.
10"Ø EXHAUST DUCT TO TERMINATE THROUGH EXTERIOR
WALL WITH WALL CAP. ENSURE 3'-0" DISTANCE FROM
BUILDING OPENINGS AND 10'-0" AWAY FROM AIR INTAKE.

PROVIDE 12"X10" MAKE-UP AIR DOOR LOUVER.
18"X18" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.
8"X8" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.
10"X10" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.22"X16" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT TOTERMINATE UP THROUGH ROOF.26"X24" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT TOTERMINATE UP THROUGH ROOF.22"X22" RETURN AIR DUCT INSIDE FIRE RATED SHAFT TOTERMINATE UP THROUGH ROOF. 30"X16" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.24"X16" RETURN AIR DUCT INSIDE FIRE RATED SHAFT TOTERMINATE UP THROUGH ROOF. 16"X10" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.
14"X8" RETURN AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.20"X14" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT TOTERMINATE UP THROUGH ROOF. 18"X14" RETURN AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.
12"X12" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.
12"X10" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.
16"X12" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT TO
TERMINATE UP THROUGH ROOF.
1 2
3 4
5 6
7 89
10 11
121314
15 1617
1819
20 21
22 GENERAL NOTES

ALL EXHAUST OUTLET TERMINATIONS SHALL NOT BE LESS
THAN 3 FEET FROM PROPERTY LINE OR CENTER LINE OF A
PUBLIC ALLEY OR STREET, 3 FEET FROM THE EXTERIOR WALL
OR ROOF. IT SHALL BE ATLEAST 3 FEET MIN. FROM BUILDINGOPENINGS AND 10 FEET ABOVE ADJOINING GRADE.

PROVIDE VOLUME DAMPERS TO EACH DIFFUSER, REGISTER
AND GRILLE (AIR DEVICES). DAMPERS SHALL BE OPPOSED
BLADE ADJUSTABLE TYPE. ALL VOLUME DAMPERS SHALL BE
ACCESSIBLE.

PROVIDE SHUTDOWN OF HVAC SYSTEM SERVING SMOKEDAMPERS OR COMBINATION SMOKE-FIRE DAMPERS WHEN AUTOMATIC ACTIVATION OF DAMPER OCCURS.
1 2
3 FC
5 1
3 3
EF
1 2
FC
1 1 (2 TYP.)
FC
5 (2 TYP.) 1
14 16
19 21
20 EF
3 2
15 FC
2 1
6 3 (TYP.) FC
3 4 FC
4 4 (2 TYP.)
17 181918
14 15 EF
1 2
14 15
5 11
8 12
13 10
2022
T
10"X10"
22"X16"
36"X18"
30"X16"
12"X12"
12"Ø 12"X12" 10"Ø
12"X12"
E-1
150
24"X16"
20"X14"
18"X14"
20"X14"
R-1
750
S-1
375
S-1
375
10"Ø
10"Ø
E-1
150
E-1
150
E-1
150
8"Ø 8"Ø
12"X12"
S-1
375
S-1
375
R-1
750
30"X16"
24"X16"
S-1
375
S-1
375
S-1
375
S-1
375
10"Ø
14"Ø
10"Ø
16"Ø
R-1
1130 S-1
400
S-1
600
S-1
600
S-1
600
S-1
600
S-1
600
S-1
600
R-1
1400
R-1
1400
16"Ø16"Ø
22"X16"
20"X16"
12"Ø 12"Ø 12"Ø
16"Ø 12"Ø
16"Ø
12"Ø
10"Ø 12"Ø
S-1
400
S-1
400
S-1
400
S-1
450
S-1
450
S-1
450
S-1
450
16"Ø 14"Ø 12"Ø
12"Ø
16"Ø
14"Ø12"Ø
R-1
975
R-1
975
S-1
375
S-1
375
S-1
375
S-1
375
10"Ø 10"Ø
10"Ø 10"Ø14"Ø
R-1
1070
S-1
450
S-1
450
S-1
400
S-1
400
S-1
400
S-1
400
10"Ø
12"Ø 12"Ø
10"Ø
10"Ø
10"Ø
14"Ø16"Ø
20"X16"
R-1
1940
18"X16"
S-1
375
S-1
375
R-1
1130
10"Ø
14"Ø
16"Ø
18"X14"
S-1
375
S-1
325 10"Ø
S-1
150
10"Ø
8"Ø
(3 TYP.)
E-1
100
E-1
150 (3 TYP.)
E-1
100
16"Ø
12"Ø
OA-1
150
OA-1
150
S-2
50 10"Ø
36"X18"

MECHANICAL SECOND FLOOR PLAN
DATE PLOTTED: 5/17/2022 4:43 PM BY: CHRIS WADE LAST SAVED: KLORENZO FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\MECHANICAL\M-2.2 MECHANICAL SECOND FLOOR PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY KLORENZODESIGNED BY ECRISTOBAL

CHECKED BY RJOHNSON

APPROVED BY RJOHNSON
N
EF
1 2
4 3
FC
5 1
4 4
79 REFERENCE NOTES
WALL MOUNTED FAN COIL UNIT.

CEILING MOUNTED INLINE EXHAUST/MAKE-UP AIR FAN.

INSTALL THERMOSTAT 48" A.F.F.

EXHAUST AIR DUCT INSIDE RATED SHAFT TO TERMINATE UP
THROUGH ROOF.
16"X12" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT
SERVING BELOW LEVEL.

PROVIDE 12"X10" MAKE-UP AIR DOOR LOUVER.
18"X18" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT TO
SERVING BELOW LEVEL FROM MAKE-UP AIR ABOVE ROOF.
10"X10" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT
SERVING BELOW LEVEL.
22"X16" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT
SERVING BELOW LEVEL.
26"X24" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT SERVING BELOW LEVEL.
22"X22" RETURN AIR DUCT INSIDE FIRE RATED SHAFT SERVING BELOW LEVEL.
30"X16" SUPPLY/RETURN AIR DUCT INSIDE FIRE RATED SHAFT

SERVING BELOW LEVEL
16"X10" SUPPLY/RETURN AIR DUCT INSIDE FIRE RATED SHAFT
SERVING BELOW LEVEL.
20"X14" SUPPLY AIR DUCT INSIDE FIRE RATED SHAFT SERVING BELOW LEVEL.
12"X12" SUPPLY/RETURN AIR DUCT INSIDE FIRE RATED SHAFT
SERVING BELOW LEVEL.
14"X14" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT
SERVING BELOW LEVEL.
18"X18" SUPPLY AIR DUCT TO TERMINATE UP THROUGH ROOF.12"X12" SUPPLY AIR DUCT TO TERMINATE UP THROUGH ROOF. 20"X20" EXHAUST AIR DUCT TO TERMINATE UP THROUGH
ROOF.
28"X28" EXHAUST AIR DUCT INSIDE FIRE RATED SHAFT TOTERMINATE UP THROUGH ROOF. 60"X24" SUPPLY AIR DUCT TO TERMINATE UP THROUGH ROOF.68"X20" RETURN AIR DUCT TO TERMINATE UP THROUGH ROOF. 18"X12" SUPPLY AIR DUCT TO TERMINATE UP THROUGH ROOF.
26"X12" RETURN AIR DUCT TO TERMINATE UP THROUGH ROOF.
16"X10" SUPPLY/RETURN AIR DUCT TO TERMINATE UP
THROUGH ROOF.
30"X14" SUPPLY AIR DUCT TO TERMINATE UP THROUGH ROOF.36"X14" RETURN AIR DUCT TO TERMINATE UP THROUGH ROOF. 18"X14" RETURN AIR DUCT INSIDE FIRE RATED SHAFT SERVING BELOW LEVEL.
24"X16" RETURN AIR DUCT INSIDE FIRE RATED SHAFT SERVING BELOW LEVEL.
14"X8" RETURN AIR DUCT INSIDE FIRE RATED SHAFT SERVING
BELOW LEVEL.
1 2
3 4
5 6
7 89
10 11
121314
15 1617
1819
20 21
22 2324252627282930

GENERAL NOTES

ALL EXHAUST OUTLET TERMINATIONS SHALL NOT BE LESS
THAN 3 FEET FROM PROPERTY LINE OR CENTER LINE OF A
PUBLIC ALLEY OR STREET, 3 FEET FROM THE EXTERIOR WALL
OR ROOF. IT SHALL BE ATLEAST 3 FEET MIN. FROM BUILDINGOPENINGS AND 10 FEET ABOVE ADJOINING GRADE.

PROVIDE VOLUME DAMPERS TO EACH DIFFUSER, REGISTER
AND GRILLE (AIR DEVICES). DAMPERS SHALL BE OPPOSED
BLADE ADJUSTABLE TYPE. ALL VOLUME DAMPERS SHALL BE
ACCESSIBLE.

PROVIDE SHUTDOWN OF HVAC SYSTEM SERVING SMOKEDAMPERS OR COMBINATION SMOKE-FIRE DAMPERS WHEN AUTOMATIC ACTIVATION OF DAMPER OCCURS.
1 2
3 16
15 EF
1 2
(TYP.) 6
(TYP.) 6
23 24
2423
2324
25 25
26 27
2726
2627
EF
1 2
2324
2324
25 26
27 24
23 29
12 14
28 28
14 12
29 5
18 13
30 25
26 27
12 29
8 21
22 19
17 20
10 11

MECHANICAL ROOF PLAN
DATE PLOTTED: 5/17/2022 4:43 PM BY: KENNY GANATE LORENZO LAST SAVED: KLORENZO FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\MECHANICAL\M-2.3 MECHANICAL ROOF PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY KLORENZODESIGNED BY ECRISTOBAL

CHECKED BY RJOHNSON

APPROVED BY RJOHNSON

REFERENCE NOTES
ROOFTOP PACKAGED UNIT.

CONDENSING UNIT ON VIBRATION ISOLATOR.

SWAMP COOLER FOR KITCHEN HOOD MAKE-UP AIR.

DUCT FURNACE.

KITCHEN EXHAUST FAN.

EXHAUST AIR DUCT SERVING LEVEL BELOW.
18"X18" MAKE-UP AIR DUCT FROM SWAMP COOLER SERVING
THE COMMERCIAL KITCHEN BELOW.

CEILING MOUNTED INLINE EXHAUST AIR FAN.

ROOF MOUNTED UTILITY SUPPLY/EXHAUST FAN.
1 2
3 4
5 6
7 89
N
RTU
2 1 RTU
6 1
RTU
7 1
RTU
7 1
RTU
6 1
RTU
2 1
RTU
3 1
6 6
RTU
4 1
CU-1
OFFICE 2
CU-2
ELECT1
CU-2
ALARM
RTU
1 1
KEF
1 5
6 RTU
3 1
RTU
2 1
RTU
3 1
RTU
5 1
RTU
2 1
MUA
1 3
DF
1 4

GENERAL NOTES

ALL EXHAUST OUTLET TERMINATIONS SHALL NOT BE LESS
THAN 3 FEET FROM PROPERTY LINE OR CENTER LINE OF A
PUBLIC ALLEY OR STREET, 3 FEET FROM THE EXTERIOR WALL
OR ROOF. IT SHALL BE ATLEAST 3 FEET MIN. FROM BUILDINGOPENINGS AND 10 FEET ABOVE ADJOINING GRADE.

PROVIDE VOLUME DAMPERS TO EACH DIFFUSER, REGISTER
AND GRILLE (AIR DEVICES). DAMPERS SHALL BE OPPOSED
BLADE ADJUSTABLE TYPE. ALL VOLUME DAMPERS SHALL BE
ACCESSIBLE.

PROVIDE SHUTDOWN OF HVAC SYSTEM SERVING SMOKEDAMPERS OR COMBINATION SMOKE-FIRE DAMPERS WHEN AUTOMATIC ACTIVATION OF DAMPER OCCURS.
1 2
3 RTU
7 1
RTU
3 1
CU-2
ELECT2 2
EF
4 8
SF
1 9 EF
2 9
7 CU-2
ELEV.

MECHANICAL DETAILS
DATE PLOTTED: 5/17/2022 4:43 PM BY: KENNY GANATE LORENZO LAST SAVED: LCARMELOTES FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\MECHANICAL\M-5.1 MECHANICAL DETAILS.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB REGISTERED PROFESSIONA L ENGINEERJOPER O. T UPA SST A T E OF C A LIFOR N ME IA C HA NIC A L NO. M-35317 EXP. 06/30/2025 WWW.BREENDESIGN.COM 3825 DEL AMO BOULEVARD PH: 310 464 8404 TORRANCE, CA 90503 OO COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY LCARMELOTESDESIGNED BY ECRISTOBAL

CHECKED BY RJOHNSON

APPROVED BY RJOHNSON
SEE #10/S4.21 FOR WALL

MOUNTING DETAIL
WALL SLEEVE 212" DIA FOR REFRIGERANT,

DRAIN, POWER AND

SIGNAL LINES
WALL MOUNTED FAN COIL SUPPORT DETAIL 1

TAPPING

SCREW HOLE

BOLT HOLE
MAX OPERATING WEIGHT = 29.0 LBS

GENERAL NOTES

FOR METAL STUD, OR WOOD STUD WALLS MOUNT TO STUDS,

OR REMOVE DRYWALL, PROVIDE BLOCKING CONNECTED TO
THE STUDS & REPLACE DRYWALL/PAINT TO MATCH. FOR
WOOD INSTALL WITH (4) 14" WOOD SCREWS 2" LONG. FOR
METAL STUDS INSTALL WITH (4) 14" SHEET METAL SCREWS, 112" LONG.

REFRIGERANT, DRAIN, AND POWER CONNECTIONS MAY BEMADE IN UNIT, REAR, BOTTOM, LEFT SIDE OR RIGHT SIDE.

INSTALL UNIT AS INSTRUCTED BY MANUFACTURER.
1 2
MOUNTING HEIGHT OBSTRUCTION DETAIL 2
TYPICAL CEILING MOUNTED EXHAUST FAN DETAIL 3
46" MAX.
34" MAX.
48" MAX.

THERMOSTAT,

SWITCH, OUTLET,

CONTROL
15"
MIN.
24" MAX.

TOP OF THERMOSTAT,

SWITCH, OUTLET,

CONTROL
F.F.

GENERAL NOTESNOTE THAT ROOF COMPOSITION SHOWN HERE IS GENERIC

AND SHOULD NOT BE USED FOR PRICING OR CONSTRUCTION -

IN ALL INSTANCES REFER TO ARCHITECTURAL DRAWINGS FOR
ROOF DETAILS.REFER TO EXHAUST FAN SCHEDULE FOR REQUIRED ACCESSORIES.
1 2
RECTANGULAR DUCT SUPPORT DETAIL 5
ROOF JACK DETAIL 6
1/2"∅ HILTI KWIK BOLT 3 ANCHOR.
2 1/4" MIN. EMBEDMENT.

INSTALLED PER ICC-ESR 1385.

FINISHED FLOOR
1 1/2", 18 GAUGE GALVANIZED
SHEET METAL HANGERS 9'-0" ONCENTER
SHEET METAL SCREW (TYP.)

GALVANIZED SHEET METAL DUCT,

SEE FLOOR PLANS FOR SIZE &

LOCATION

CEILING CEILING EXHAUST FAN

ROOF PER ARCH

DRAWINGS

INTEGRATED BACKDRAFT
DAMPER

EXHAUST DUCT ROOF

TERMINATION

CEILING GRILLE

ROOF JACK REFER TO
DETAIL #6/M-5.1

NAIL JACK TO ROOF DECKPER MANUFACTURERROOF COATING
(REFER ARCHITECTURAL)

DOUBLE WALL JACKETNAILED TO ROOF DECK

NEW ROOF
(REFER ARCHITECTURAL)

EXTEND FINISH COATING
8" MIN. ON JACK SURFACE

ABOVE FINISHED ROOF

RAIN CAP

GENERAL NOTES

NOTE THAT ROOF COMPOSITION SHOWN HERE IS GENERIC

AND SHOULD NOT BE USED FOR PRICING OR CONSTRUCTION -

IN ALL INSTANCES REFER TO ARCHITECTURAL DRAWINGS FOR
ROOF DETAILS.
1 CONDENSER ON PAD WITH

VIBRATION ISOLATORS

DISCONNECT AND POWER BYELECTRICAL CONTRACTOR

SIGHT GLASS

FACTORY SUPPLIED

BY-FLOW FILTERDRIER

CONTROL WIRING AND CONDUIT

BY ELECTRICAL CONTRACTOR
CU
-
FC
-

GENERAL NOTES

PROVIDE NEOPRENE TUBULAR INSULATION TO ALLREFRIGERANT LINES AND PIPING AT ALL POTENTIAL

CONTACT POINTS TO THE BUILDING MEMBERS (WHETHER

AT THE STRUCTURE, THE FLOOR LINE OR THE GYPSUM
BOARD WALLS).

SEE PLUMBING DRAWINGS FOR CONDENSATE.

ALL EXTERIOR AND EXPOSED INSULATION SHALL HAVEALUMINUM JACKET. 123
4-WAY CASSETTE TYPE DETAIL 7
T
L3x3x3/8 A36 STEEL
ANGLE, TYP. OF (4)
DOUBLE NUT WITH 18" THICK
WASHER PLATE, TYP.
3/8"Ø A36. THREADED
ROD TYP. OF (4)

DISCONNECT SWITCH BY

ELECTRICAL

POWER BY

ELECTRICAL

A/C CONTROL BY

MECHANICAL

CONTRACTOR
TRAP (TYP.)

DOUBLE NUT

WITH WASHER
PLATE, TYP.
3/8"∅ THRU
BOLT, TYP.

CONDENSATE DRAIN

TO RUN TO EXTERIOR

PLANTER

CEILING

MVD BDD
36" MIN

MUA UNIT PER SCHEDULE

DUCT FURNACE PER SCHEDULE

INTERIOR LINING OF DUCTWORKTO BE CLAD WITH SHEETMETAL
CURBED ROOF OPN 'GBY G.C., (2"X6" MIN)
BY MECH. CONT'RANGLE IRON STAND OVERFLOW DRAIN
2"X12" FRAMED LEVEL PLATFORM
REDWOOD SLEEPERS BY G.C.

W/ SM CAP BY G.C.

FLEX CONN.

MUA/DUCT FURNACE INSTALLATION DETAIL 4

EQUIPMENT

BY OTHERS
COMMERCIAL KITCHEN HOOD DETAIL 8
24" NOM
54" / 60"
33" MIN. /
48" MAX
78" TYP
3"

FIRE RATED SHAFT

PLUMBING GENERAL NOTES, SYMBOLS LEGEND & SHEET INDEX
DATE PLOTTED: 5/17/2022 4:43 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-0.1 PLUMBING GENERAL NOTES, SYMBOLS LEGEND & SHEET INDEX.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB

PLUMBING SHEET INDEX

SHEET NUMBER SHEET TITLE CURRENT ISSUE
P-0.1 PLUMBING GENERAL NOTES, SYMBOLS LEGEND & SHEET INDEX 100% DD P-0.2 PLUMBING SCHEDULES 100% DD
P-0.3 PLUMBING CALCULATIONS 100% DD
P-1.0 PLUMBING SITE PLAN 100% DD
P-2.1 PLUMBING FIRST FLOOR PIPING PLAN 100% DD
P-2.2 PLUMBING SECOND FLOOR PIPING PLAN 100% DDP-2.3 PLUMBING ROOF PLAN 100% DD P-3.1 PLUMBING ENLARGED PLANS - SHEET ONE 100% DD
P-3.2 PLUMBING ENLARGED PLANS - SHEET TWO 100% DD
P-5.1 PLUMBING DETAILS - SHEET ONE 100% DD
P-5.2 PLUMBING DETAILS - SHEET TWO 100% DD

1. SCOPE OF WORK:

A. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT & FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS.

B.THE CONTRACTOR SHALL FURNISH & INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN

THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE

PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATION.

2. CODES AND PERMITS: ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES, INCLUDING CALIFORNIA TITLE 24. CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING PARTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR):

TITLE 24, PART 2, CCR (2022 CALIFORNIA BUILDING CODE W/AMENDMENTS)TITLE 24, PART 3, CCR (2022 CALIFORNIA ELECTRICAL CODE W/AMENDMENTS)TITLE 24, PART 4, CCR (2022 CALIFORNIA MECHANICAL CODE W/AMENDMENTS)TITLE 24, PART 5, CCR (2022 CALIFORNIA PLUMBING CODE W/AMENDMENTS)TITLE 24, PART 9, CCR (2022 CALIFORNIA FIRE CODE W/AMENDMENTS)TITLE 24, PART 11, CCR (2022 CALIFORNIA GREEN BUILDING STANDARDS) NFPA 13 (2022) - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMNFPA 14 (2022) - STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMSNFPA 72 (2022) - NATIONAL FIRE ALARM AND SIGNALING CODE.

CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS & INSPECTIONS.

3. ALL PIPE, PIPE FITTINGS, TRAPS, FIXTURES, MATERIAL, AND DEVICES USED IN THE PLUMBING SYSTEM SHALL BE LISTED OR THIRD-PARTY CERTIFIED BY AN APPROVED LISTING AGENCY AND SHALL CONFORM TO APPLICABLE RECOGNIZED STANDARDS REFERENCED IN THE 2022 CITY OF LOS ANGELES PLUMBING CODE.

4. SITE INSPECTION: CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE & FUNCTIONAL SYSTEM.

NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDING FOR ANY OMISSIONS WHICH RESULTS FROM A FAILURE TO THOROUGHLYMAKE THE EXAMINATION.

5. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THIS SECTION. MAKE REQUIRED ADJUSTMENTS TO CONNECT TO UTILITIES. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO EXISTING UTILITIES AS FOUND. THE CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ENGINEER PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED.

6. ALL DIMENSIONS AND LOCATIONS PER ARCHITECTURAL DRAWINGS.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR INSTALLING THE WORK.

8. COORDINATION: THE DRAWINGS ARE DIAGRAMMATIC & INTENDED TO SHOW SCOPE. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCT, PIPES, CONDUIT, ETC.

9. WORKMANSHIP: THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH & WORKMANLIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE ENGINEER AND ARCHITECT.

10. GUARANTEE: CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR & MATERIAL ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP & MATERIALS FOR A PERIOD OF ONE YEAR.

11. MATERIALS: ALL MATERIALS, APPLIANCES & EQUIPMENT SHALL BE NEW & THE BEST OF THEIR RESPECTIVE KIND. FREE FROM ALL DEFECTS AND OF THE MAKE, BRAND, AND QUANTITY SPECIFIED.

12. SUBMITTALS: CONTRACTOR SHALL PROVIDE (VIA A HARD COPY OR ELECTRONIC FORMAT) MARKED UP CATALOG INFORMATION & CUTS OF ALL EQUIPMENT, DEVICES & TRIM SHALL BE SUBMITTED FOR REVIEW. ALL SUBMITTALS TO BE APPROVED BY ARCHITECT & ENGINEER. SUBMITTALS SHALL CONFORM TO THEREQUIREMENTS OF PROJECT SPECIFICATION (SECTION 013300) IF PROVIDED.

13. SHOP DRAWING: CONTRACTOR SHALL PRODUCE (VIA A HARD COPY OR ELECTRONIC FORMAT) SHOP DRAWINGS TO AN ACCURATE SCALE THAT IS LARGE ENOUGH TO INDICATE ALL PERTINENT FEATURES AND METHODS. ALL SHOP DRAWINGS TO BE APPROVED BY ARCHITECT & ENGINEER. SUBMITTALS SHALL CONFORM TO THE REQUIREMENTS OF PROJECT SPECIFICATION (SECTION 013300) IF PROVIDED.

14. ALL HOT WATER SUPPLY AND RECIRCULATION PIPING TO BE INSULATED AS PER 2022 CPC, CHAPTER 6 SECTION 609.12 AND AS PER CEC SECTION 120.3(C) AS FOLLOWS:

15. CLEAN-OUTS SHALL BE INSTALLED AS PER SEC. 707 AND 719 OF THE PLUMBING CODE.16. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT WITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTE PIPING. PROVIDE FELT AROUND ALL PVC PIPING AT SUPPORTS FOR THERMAL EXPANSION.

17. ALL PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER "SMACNA" GUIDE LINES.18. PLUMBERS TAPE WILL NOT BE ACCEPTED AS A PERMANENT SUPPORT FOR ANY PIPING OR DEVICES.19. VALVES SHALL FULL FLOW 1/4 TURN BALL TYPE BE NIBCO, WATTS, CRANE, STOCKHAM OR EQUAL. SERVICE PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED.

PROVIDE AND INSTALL IDENTIFICATION TAGS ON ALL VALVES. VALVES IN EXPOSED COMMON AREAS TO HAVE LOCKING HANDLES. NO IRON BODY VALVES WILL BE ACCEPTED.

20. PROVIDE AND INSTALL DIELECTRIC UNIONS BETWEEN ALL COPPER AND GALVANIZED & IRON PIPING & COMPONENTS. (AS WATTS, ZURN OR EQUAL).

21. PENETRATIONS IN WALLS, FLOORS, OR CEILINGS, WHICH REQUIRE PROTECTED OPENINGS SHALL BE FIRE-STOPPED. FIRE-STOPPING SHALL BE AN APPROVED MATERIAL, SECURELY INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO THE TIME-TEMPERATURE CURVED OF SFM STD. # 12-43-3 AND STD. # 12-43-1. INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTION AUTHORITY AND BE MAINTAINED AT THE JOB SITE.

22. PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THROUGH EXTERIOR WALLS, ROOF AND FLOORS.23. CUTTING AND PATCHING: ALL CUTTING & PATCHING OF THE EXISTING STRUCTURE SHALL BE PROVIDED. PROVIDE ALL NECESSARY REQUIREMENTS TO THE PROJECT MANAGER. PROTECTION AGAINST DUST AND DEBRIS SHALL BE TO THE SATISFACTION OF THE PROJECT MANAGER.

24. CLEANUP: UPON COMPLETION OF THE WORK UNDER THIS SECTION THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS. EQUIPMENT & DEBRIS INCIDENTAL TO THIS WORK & LEAVE THE PREMISES CLEAN AND ORDERLY. PROVIDE NEW CEILING TILES (TO MATCH EXISTING) IF ANY DAMAGED DURING CONSTRUCTION.

25. FIRE SPRINKLER SYSTEM TO BE HYDRAULICALLY DESIGNED BY FIRE SPRINKLER CONTRACTOR. ALL EQUIPMENT, COMPONENTS & PIPE RUNS SHOWN FOR REFERENCE ONLY.

26. ALL SEWER LINES RUN @ SLOPES LESS THAN 2% ARE SUBJECT TO FIELD APPROVAL OF PLUMBING INSPECTOR.27. WASTE PIPE SIZES THAT ARE 3 INCHES OR SMALLER SHALL BE EVALUATED AT 2% SLOPE.28. WATER, SEWER, VENT, FIRE AND GAS PIPES THROUGH CONCRETE WALLS AND FLOORS SHALL HAVE PIPE-SLEEVES WITH NON COMBUSTIBLE SEALING.

29. ALL HOSE BIBBS SHALL BE EQUIPPED WITH AN APPROVED NON REMOVABLE VACUUM BREAKER.

30. RUN A FULL SIZE DRAIN LINE FROM WATER HEATERS TEMPERATURE AND PRESSURE RELIEF VALVE TO NEAREST FLOOR SINK OR TO AN APPROVED LOCATION.31. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES, STRAINERS, TRAP PRIMERS, ETC.32. ALL PIPING IN FINISHED AREAS SHALL BE RUN CONCEALED. EXPOSED PIPING, WHERE NECESSARY, SHALL RUN AS HIGH AS POSSIBLE AND TIGHT TO THE WALLS.33. NO VENT OUTLET SHALL TERMINATE CLOSER THAN FOUR FEET TO OR ONE FOOT ABOVE ANY DOOR, WINDOW OR GRAVITY AIR INTAKE, NOR CLOSER THAN TEN FEET TO OR THREE FEET ABOVE ANY FORCED OR MECHANICAL AIR INTAKE.

34. ALL VENTS AND FLUE OUTLETS SHALL BE A MINIMUM OF 10 FEET FROM ANY FRESH AIR INTAKES.35. TYPE B VENTS SHALL TERMINATE 2 FT. ABOVE OR 8 FT. AWAY FROM ANY VERTICAL SURFACE.36. WATER HEATERS SHALL BE SEISMICALLY BRACED.37. INSTALL WATER HAMMER ARRESTORS ON EACH COLD AND HOT WATER FIXTURE BRANCH AS RECOMMENDED BY PLUMBING AND DRAINAGE INSTITUTE WH-210 STANDARD. DEVICES SHALL BE FACTORY MADE WITH PERMANENT CUSHION OF GAS OR PROVIDE ACCESS PANEL.

38. BATHTUBS, SHOWERS AND LAVATORIES TO COMPLY WITH 2019 CPC CHAPTER 4, ASSE 1070, & ASSE 1016 REQUIREMENT.39. LAVATORY CONTROLS SHALL LIMIT THE FLOW RATE 0.5 GPM AND 110°F FOR PUBLIC AND 1.2 GPM FOR RESIDENTIAL.

40. SHOWER TUB-SHOWER COMBINATION SHALL HAVE INDIVIDUAL SHOWER CONTROL VALVE OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE, SET AT 120°F MAXIMUM.

41. USE FEMALE COPPER NIPPLE TO MALE MALE PLASTIC PIPE FOR COPPER TO PLASTIC TRANSITION.

42. BOILERS SHALL COMPLY WITH ALL THE REQUIREMENTS OF CHAPTER 10 OF CMC 2022.43. PROVIDE EXPANSION TANK FOR BOILERS PER SECTION 1005.0 CMC 2022.44. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CALIFORNIA PLUMBING CODE.45. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY.46. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT.

47. LABEL MEDIUM PRESSURE GAS EVERY FIVE FEET.48. PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH ALL THE REQUIREMENTS IN SECTION 5.303 IN THE 2022 GREEN BUILDING STANDARDS CODE.

49. ROUTING AND TERMINATION OF FLUE FOR EACH BOILER SHALL COMPLY WITH CHAPTER 8, CMC 2022 AND WITH MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS.

50. WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE BE CONFIGURED TO PROTECT AGAINST CONTACT. PROTECTORS, INSULATORS, OR BOTH SHALL COMPLY WITH ASME A112.18.9.

51. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO SECTION 609.9 (1-3) OF THE PLUMBING CODE. CONTRACTOR SHALL PROVIDE A SIGNED WRITTEN DECLARATION THAT POTABLE WATER SYSTEM HAS BEEN DISINFECTED PER SECTION 609.9.

52. ALL CLEANOUTS FOR BUILDING STORM DRAINS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 719 OF THE PLUMBING CODE SEC 1101.13.53. RAINWATER PIPING LOCATED ON THE EXTERIOR OF A BUILDING SHALL BE PER TABLE 701.2 ABOVE GROUND DWV PIPE, ALUMINUM, GALVANIZED STEEL OR COPPER SHEET METAL. SEC 1101.4.3.

54. LEADERS INSTALLED IN AREAS WHERE IT IS EXPOSED TO DAMAGE SHALL BE PROTECTED BY METAL GUARDS, RECESSED INTO THE WALL OR CONSTRUCTED FROM FERROUS PIPE. SEC 1101.6.1.

55. PUBLIC LAVATORIES SHALL HAVE A TEMPERING DEVICE THAT COMPLIES WITH ASSE 1070, ASME 112.1070 OR CSA B125.3. WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL TO MEET THIS PROVISION. 407.3.

56. ROOF DRAIN AND OVERFLOW PIPING WITHIN THE BUILDING SHALL UTILIZE APPROVED DRAINAGE FITTINGS. SEC 1101.1.57. NEW STORM DRAINAGE SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH ONE OF THE METHODS PER SECTION 1107.2 OF THE CALIFORNIA PLUMBING CODE.

58. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIAL SHALL BE LISTED.59. ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIED ON THE PLUMBING CODE CHAPTER 4.

60. WATER PIPES AND FITTINGS WITH A LEAD CONTENT WHICH EXCEEDS 0.25% SHALL BE PROHIBITED ON SYSTEMS CONVEYING POTABLE WATER.

61. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN (10) FEET FROM OR AT LEAST THREE (3) FEET ABOVE ANY OPENABLE WINDOW, DOOR, OPENING OR AIR INTAKE. 906.2.

62. ONE OR MORE FULL WAY VALVE(S) SHALL BE INSTALLED FOR EACH APARTMENT OR DWELLING. IN LIEU OF MAIN SUPPLY SHUT-OFF IN EACH APARTMENT, INDIVIDUAL SHUT-OFF VALVES MAY BE PROVIDED AT EACH FIXTURE. 606.3.

63. THE CONTRACTOR SHALL PROVIDE A FULL TESTING & BALANCING REPORT NOTING FLOW AND VALVE SETTINGS FOR ALL MANUAL BALANCING VALVES OR CIRCUIT SETTERS INSTALLED IN THE HOT WATER RECIRCULATION SYSTEM.

64. SEPARATE SUB METERS SHALL BE INSTALLED AS FOLLOWS:

A. FOR EACH INDIVIDUAL LEASED, RENTED OR OTHER TENANT SPACE WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100 GAL/DAY.

B.WHERE METERS FOR INDIVIDUAL BUILDINGS TENANTS ARE UNFEASIBLE, FOR WATER SUPPLIED TO THE FOLLOWING SUBSYSTEMS:
i. MAKE UP WATER FOR COOLING TOWERS WHERE FLOW THROUGH THE GREATER THAN 500 GPM.ii. MAKE UP WATER FOR EVAPORATIVE COOLERS GREATER THAN 6 GPM.iii. STEAM AND HOT WATER BOILERS WITH ENERGY INPUT MORE THAN 500,000 BTU/H.

C. FOR EACH BUILDING THAT USES MORE THAN 100 GALLONS PER DAY ON A PARCEL CONTAINING MULTIPLE BUILDING.

65. LOW-INCOME HOUSING IS EXEMPT OF SUBMETERING PER SENATE BILL 7, CHAPTER 623, SEC 3, 17922.14 (C)(2)(B).66. THE CONTRACTOR SHALL PROVIDE PIPING THERMAL EXPANSION LOOPS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GUIDE.

PLUMBING LEGEND

SYMBOL ABBREVIATION DESCRIPTION

PIPE-TURN DOWNPIPE-TURN UP

CW DOMESTIC COLD WATER

HW DOMESTIC HOT WATER

HWR DOMESTIC HOT WATER RETURN

W WASTE BELOW GRADEW WASTE ABOVE GRADE

GD GREYWATER BELOW GRADEGD GREYWATER ABOVE GRADE

V SANITARY VENTV SANITARY VENT BELOW GRADE

G GAS (LOW PRESSURE)

MPG MEDIUM PRESSURE GAS

TPL TRAP PRIMER LINE

IRR IRRIGATION LINE
CD A.C. CONDENSATE DRAIN

SCD SECONDARY CONDENSATE DRAIN

SOV SHUT-OFF VALVE

CV CHECK VALVE

SOV YB SHUT-OFF VALVE IN YARD BOX

BV BALANCING VALVE

GC GAS COCK

PRV PRESSURE REDUCING VALVE STATIONTMV TEMPERATURE MIXING VALVE

FCO/COTG FLOOR TYPE WASTE LINE CLEANOUT/CLEANOUT TO GRADE

WCO WALL TYPE WASTE LINE CLEANOUT

FD FLOOR DRAIN (ROUND)

WHA WATER HAMMER ARRESTOR

DIRECTION OF SLOPE

INDICATES DIRECTION OF FLOW
UN UNION (FOR TYPE SEE SPEC.)

HB HOSE BIBB
GDGD
G
MPG
TPL
IRR
CD
SCD
WHA
S=2%

PIPING MATERIAL SCHEDULE

REMARKS

DOMESTIC COLD WATER
INSIDE ALL PIPING ABOVE GROUND MAIN DISTRIBUTION, RISERS & BRANCH LINES TO PEX MANIFOLD INLET IN THE UNITS ARE TO BE HARVEL SDR11 FLOWGUARD GOLD CPVC FOR 2" & SMALLER AND CORZAN SCHEDULE 80 CPVC PIPE AND FITTINGS FOR 3" & BIGGER, LARR #5695. USE UPONOR PEX WITH COLD EXPANSION FITTINGS INSIDE THE APARTMENT UNITS FROM MANIFOLD TO THE FIXTURE, LARR #5482. COPPER TYPE "L" WILL BE USED FOR WATER HEATER CONNECTIONS. INSTALLATION OF CPVC FOR DOMESTIC WATER LINES IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE REQUIREMENTS IN CPC SECTION 604.1.1. INSTALLATION OF PEX FOR DOMESTIC WATERLINES IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE REQUIREMENTS IN CPC SECTION 604.1.2. PLASTIC-COPPER TRANSITION FOR WATER HEATER CONNECTION SHALL BE MADE RIGHT AT EXTERIOR, CPVC CANNOT BE EXPOSED TO SUNLIGHT. SEE CIVIL PLANS FOR ON SITE PIPING MATERIALS. OUTSIDE

DOMESTIC HOT WATER
INSIDE ALL PIPING ABOVE GROUND MAIN DISTRIBUTION, RISERS & BRANCH LINES TO PEX MANIFOLD INLET IN THE UNITS ARE TO BE HARVEL SDR11 FLOWGUARD GOLD CPVC FOR 2" & SMALLER AND CORZAN SCHEDULE 80 CPVC PIPE AND FITTINGS FOR 3" & BIGGER, LARR #5695. USE UPONOR PEX WITH COLD EXPANSION FITTINGS INSIDE THE APARTMENT UNITS FROM MANIFOLD TO THE FIXTURE, LARR #5482. COPPER TYPE "L" WILL BE USED FOR WATER HEATER CONNECTIONS. INSTALLATION OF CPVC FOR DOMESTIC WATER LINES IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE REQUIREMENTS IN CPC SECTION 604.1.1. INSTALLATION OF PEX FOR DOMESTIC WATERLINES IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE REQUIREMENTS IN CPC SECTION 604.1.2. PLASTIC-COPPER TRANSITION FOR WATER HEATER CONNECTION SHALL BE MADE RIGHT AT EXTERIOR, CPVC CANNOT BE EXPOSED TO SUNLIGHT. SEE CIVIL PLANS FOR ON SITE PIPING MATERIALS. OUTSIDE

SANITARY/WASTE SEWER
INSIDE USE CAST IRON ABOVE GROUND INSIDE OF THE BUILDING. USE PVC FOR WASTE MAINS ON THE UPPER TWO LEVELS AND FOR PIPING BELOW FINISH FLOOR. SEE CIVIL PLANS FOR ON SITE PIPING MATERIALS. OUTSIDE

SANITARY/WASTE VENT
INSIDE USE CAST IRON ABOVE GROUND INSIDE OF THE BUILDING. USE PVC FOR WASTE MAINS ON THE UPPER TWO LEVELS AND FOR PIPING BELOW FINISH FLOOR. SEE CIVIL PLANS FOR ON SITE PIPING MATERIALS. OUTSIDE

CONDENSATE DRAIN
INSIDE APPLY INSULATION TO CONDENSATE PIPING WHERE APPLICABLE, REFER TO THE CONTRACT SPECIFICATIONS. PVC CAN BE USED IN LIEU OF COPPER. EXPOSED PVC OUTSIDE PIPING SHOULD BE PAINTED WITH LATEX PAINT FOR SUNLIGHT PROTECTION.

TRAP PRIMER
INSIDE
ROLLED COPPER WITH SLEEVE.

OUTSIDE

STORM DRAINAGE
INSIDE USE CAST IRON ABOVE GROUND INSIDE OF THE BUILDING. USE PVC FOR BELOW GRADE. USE PVC ON THE HIGHEST TWO STORIES. SEE CIVIL PLANS FOR ON SITE PIPING MATERIALS. OUTSIDE

SERVICE

MATERIAL
COPPER, TYPE "L"
COPPER, TYPE "M"
SCHED. 40 BLACK STEEL
C.I. SOIL PIPE & FITTINGS
SCHED. 80 C.P.V.C./SDR 11 CPVC

COPPER DWV
ABS OR PVC SCHED. 40 PIPE & FITTINGS
PIPE SIZE, IN. INSULATION THICKNESS, IN. (K=0.22-0.28 BTU-IN / H-SQ.FT. °F) MINIMUM R-VALUE 1 2" THROUGH 3 4" 1" 7.7
1" THROUGH 11
2" 11
2" 12.5
2" THROUGH 3" 2" 11
4" THROUGH 6" 2" 9
8" & LARGER 2" 8

TERMS AND ABBREVIATIONS

ABV ABOVE

AP ACCESS PANEL

BEL BELOW

CB CATCH BASIN

CO CLEANOUT

COTG CLEANOUT TO GRADE

CLG CEILING

CONN CONNECT OR CONNECTION

DA DISABLED ACCESS

DN DOWN

EXIST/(E) EXISTING

FF FINISH FLOOR

FR FROM

FCO FLOOR CLEANOUT

FLR FLOOR

GRD GRADE

HDR HEADER

PDP PUMP DISCHARGE PIPING

SSD SUB-SURFACE DRAIN

TYP TYPICAL

MH MANHOLE

VTR VENT THRU ROOF
@ AT
BLDG. BUILDING
# NUMBER
(N) NEW(R) REMOVE

PLUMBING GENERAL NOTES

PLUMBING SCHEDULES
DATE PLOTTED: 5/17/2022 4:43 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-0.2 PLUMBING SCHEDULES.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

PLUMBING EQUIPMENT SCHEDULE

ITEM FIXTURE/ EQUIPMENT

PIPING CONNECTION FIXTURE UNITS

DESCRIPTION

SOIL OR
WASTE VENT COLD WATER HOT WATER WASTE F.U. COLD WATER F.U.

WC-1
PUBLIC

WATER CLOSET
(FLUSH TANK)
3" 2" 3 4"- 4 2.5
VITREOUS CHINA, FLOOR MOUNTED, FLUSH TANK, IAPMO LISTED, 1.28 GPF WATER CLOSET APPROVED BY ARCHITECT. FIXTURE PERFORMANCE SHALL MEET OR EXCEED WITH EPA WATERSENSE AND ASME A112.19.2M
WC-2
PUBLIC

WATER CLOSET
(ADA)(FLUSH TANK)
4" 2" 3 4"- 4 2.5
VITREOUS CHINA, FLOOR MOUNTED, FLUSH TANK, IAPMO LISTED, 1.28 GPF, ADA COMPLIANT WATER CLOSET APPROVED BY ARCHITECT. FIXTURE PERFORMANCE SHALL MEET OR EXCEEDWITH EPA WATERSENSE AND ASME A112.19.2M L-1 LAVATORY 2" 2" 1
2" 1
2"1 1
VITREOUS CHINA, COUNTER MOUNTED, IAPMO LISTED, 1.2 GPM, PROVIDE TAILPIECE WITH ASME A112.18.9.403.3 CERTIFIED INSULATED COVER, LEAD FREE LAVATORY & FAUCET APPROVED BY OWNER. FIXTURE PERFORMANCE SHALL MEET OR EXCEED ANSI:112.18.1M, EPA WATERSENSE AND LEAD CONTENT REQUIREMENTS OF CALIFORNIA AB 1953.

L-2 PUBLIC LAVATORY (ADA) 2" 2" 1
2" 1
2"1 1
VITREOUS CHINA, WALL MOUNTED, IAPMO LISTED, 0.4 GPM, PROVIDE TAILPIECE WITH INSULATED COVER, LEAD FREE LAVATORY & FAUCET APPROVED BY OWNER. COMPLY WITH ADA REQUIREMENTS FOR ACCESSIBLE AND USABLE BUILDING FACILITIES. FIXTURE PERFORMANCE SHALL MEET OR EXCEED ASME A112.18.1/CSA B125.1 STANDARDS.

SH-1 PUBLIC SHOWER 2" 2" 3 4" 3 4"2 2
IAPMO LISTED BATHTUB/SHOWER BY ARCHITECT. 1.8 GPM SHOWERHEAD, APPROVED BY OWNER. SHALL HAVE INDIVIDUAL SHOWER CONTROL VALVE OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE PER ASSE 1070, SET AT 120°F MAXIMUM. FIXTURE PERFORMANCE SHALL MEET OR EXCEED ASME A112.18.1 / CSA B125.1. ASSE 1016, ICC / ANSI A117.1, EPA WATERSENSE.

SH-2 PUBLIC SHOWER (ADA) 2" 2" 3 4" 3 4"2 2
IAPMO LISTED BATHTUB/SHOWER BY ARCHITECT. 1.8 GPM SHOWERHEAD, APPROVED BY OWNER. SHALL HAVE INDIVIDUAL SHOWER CONTROL VALVE OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE PER ASSE 1070, SET AT 120°F MAXIMUM. COMPLY WITH ADA REQUIREMENTS FOR ACCESSIBLE AND USABLE BUILDING FACILITIES. FIXTURE PERFORMANCE SHALL MEET OR EXCEED ASME A112.18.1 / CSA B125.1. ASSE 1016, ICC / ANSI A117.1, EPA WATERSENSE.

S-1 KITCHEN SINK 2" 2" 3 4" 3 4"2 1.5
IAPMO LISTED, SINGLE COMPARTMENT, STAINLESS STEEL, SELF-RIMMING SINK. LEAD FREE, 1.5 GPM MAX FLOWRATE KITCHEN SINK APPROVED BY ARCHITECT. FIXTURE PERFORMANCE SHALL MEET OR EXCEED ANSI:112.18.1M.

DF-1 DRINKING FOUNTAIN 2" 2" 1
2"- 1 1
HAWS WALL MOUNTED DRINKING FOUNTAIN MODEL #1501, BARRIER FREE "HI-LO" DUAL WHITEENAMELED-IRON BASINS, PUSH BUTTON OPERATED VALVES WITH FRONT ACCESSIBLE

CARTRIDGE AND FLOW ADJUSTMENT, POLISHED CHROME PLATED VANDAL RESISTANT BUBBLER

HEADS, POLISHED CHROME PLATED VANDAL RESISTANT WASTE STRAINERS, VANDAL RESISTANT

BOTTOM PLATES, WHITE POWDER COATED STAINLESS STEEL BACK PANEL WITH MATCHING IN-WALL MOUNTING PLATE, AND 11
4" IPS MOUNTING STRAPS.

SS-1 SERVICE SINK 3" 2" 3 4" 3 4" 33
SERVICE SINK: AMERICAN STANDARD FLORWELL MODEL #7745.811, ENAMELED CAST IRON, 3" OUTLET, CORNER MODEL. FAUCET: CHICAGO FAUCETS MODEL #445-897SRCXKCP, WALL MOUNTED, LEVER HANDLE. PROVIDE WITH INTEGRAL VACUUM BREAKER.

WHA WATER HAMMER ARRESTOR - -- - - -
PRECISION PLUMBING PRODUCTS WATER HAMMER ARRESTORS, HYDRAULIC DISPLACEMENT,PERMANENTLY SEALED, PISTON OPERATED, SIZED IN ACCORDANCE TO SCHEDULE:

MODEL # FIXTURE UNIT RATING I.P.S.

SC-500 1-11 1
2"
SC-750 12-32 3 4"
SC-100 33-60 1" SC-1250 61-113 11
4"

PROVIDE STAINLESS STEEL ACCESS PANEL IN TILED WALLS & ALL PUBLIC BATHROOMS CONFIRM

FINISH OF ALL OTHER ACCESS PANEL WITH ARCHITECT
FD-1 FLOOR DRAIN 2" 2" 1
2" TPL - 2 - J.R SMITH #2005-A DUCO CAST IRON BODY & FLASHING COLLAR WITH PROTECTOR CAP AND 5" ROUND ADJUSTABLE STRAINER HEAD, BOTTOM OUTLET WITH TRAP PRIMER CONNECTION.

FD-2 FLOOR DRAIN (TRASH AREA) 2" 2" 1
2" TPL - 2 - J.R SMITH #2110 Y, MEDIUM DUTY, DUCO CAST IRON BODY & FLASHING COLLAR WITH CAST IRON BAR GRATE AND 81 2" ROUND TOPS, BOTTOM OUTLET WITH TRAP PRIMER CONNECTION.

FS-1 FLOOR SINK 2" 2" 1
2" TPL - 2 -
FLOOR SINK 12"x12" JAY R. SMITH 3140Y-12 ASSEMBLY WITH HUBLESS ACID RESISTANT ENAMELED

CAST IRON RECEPTOR, FLASHING DEVICE, REMOVABLE ALUMINUM BOTTOM STRAINER, OUTLET FITTING WITH TRAP PRIMER CONNECTION AND NICKEL BRONZE RIM AND GRATE WITH 21 2" CENTER
HOLE VANDALPROOF MOUNTING, CAST IRON "P" TRAP.

TP-1 TRAP PRIMER - - 1
2"- - -
MIFAB MODEL# MR-500-NPB PRESSURE DROP ACTIVATED BRASS TRAP SEAL PRIMER. COMPLETE WITH FOUR VIEW HOLES AND REMOVABLE FILTER SCREEN. SERVES UP TO 6 FLOOR DRAIN TRAPS AND REQUIRES NO ADJUSTMENTS AND NO AIR PRE-CHARGE. PROVIDE STAINLESS STEEL ACCESS PANEL IN TILED WALLS & ALL PUBLIC BATHROOMS, CONFIRM FINISH OF ALL OTHERACCESS PANELS WITH ARCHITECT.

TP-2 TRAP PRIMER - - 1
2"- - -
SIOUX CHIEF MODEL #695-ES01 ELECTRONIC TRAP PRIMER EQUIPPED WITH SOLENOID ACTUATING DEVICE, VACUUM BREAKER AND PROPER ELECTRICAL HARDWARE. TRAP PRIMER SHALL BE EQUIPPED WITH AN ASSE 1010 WATER HAMMER ARRESTER TO PROTECT SOLENOID DEVICE. PROVIDE WITH SIOUX CHIEF 695-Y52 PRIMING DISTRIBUTOR FOR TRAP PRIMER WITH TWO BRANCHES. PROVIDE STAINLESS STEEL ACCESS PANEL IN TILED WALLS & ALL PUBLIC BATHROOMS, CONFIRM FINISH OF ALL OTHER ACCESS PANELS WITH ARCHITECT. ELECTRICAL REQUIREMENT : CONNECT UNIT TO 120V AC SUPPLY, 9.2 WATTS POWER CONSUMPTION @ 60HERTZ. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL CONSUMPTIONS.

HB-1 HOSE BIBB - - 3 4"- - 2.5 ARROWHEAD BRASS MODEL #351LK NO-KINK HOSEBIBB, LOOSEKEY, 3 4" HOST THREAD, 3 4"MIP.

ALL FIXTURES TO BE WHITE AND TRIM TO BE POLISHED CHROME FINISH UNLESS NOTED OTHERWISE.

PROVIDE BASSCRAFT HEAVY PATTERN ANGLE STOPS FOR ALL FIXTURES IN PUBLIC AREAS AND BASSCRAFT SPEEDWAY STOPS AT ALL OTHER LOCATIONS.

FIXTURES AND TRIM SHALL BE AS NOTED OR EQUAL, COMPLY WITH CALIFORNIA LEED PLUMBING CODE AND APPROVED BY OWNER.

ALL ACCESSIBLE LAVATORIES & SINKS TO BE PROVIDED WITH INSULATION FOR THE DRAIN & HOT WATER PIPING AS TRUEBRO KIT #101 INSULATION KIT OR EQUAL.

THE NEW PLUMBING SYSTEM INSTALLATION SHALL COMPLY WITH HIGH EFFICIENCY, LEAD FREE AND GREEN BUILDING CODE. 1 23
4 5

VALVES & MISCELLANEOUS SCHEDULE

MARK MAKE MODEL SERVICE LOCATION QTY TYPE FLOW GPM/CFH PIPE SIZE VALVE SIZE REMARKS BFP-1 ZURN WILKINS 375A DOMESTIC COLD WATER BACKFLOW ONSITE 1

REDUCED

PRESSURE

PRINCIPLE

ASSEMBLY
51 GPM 3" 3" 3" REDUCED PRESSURE PRINCIPLE ASSEMBLY, DOMESTIC STAINLESS STEEL BODY, LEAD FREE, ASSE LISTED 1013, CSA B64.4, FM, UL & cUL APPROVED. PROVIDE STRAINER WITH HOSE BIBB CONNECTION FOR BLOWOUT.

TMV-1 CASH ACME HEATGUARD 145LF SERIES DOMESTIC HOT WATER TEMPERING BELOW LAVATORY 9 POINT-OF-USE 0.34 MIN - 5.8 MAX 3 4" 3 4" POINT-OF-USE THERMOSTATIC MIXING VALVE BELOW LAVATORY SET AT 110°F.

TMV-2 CASH ACME HG160 DOMESTIC HOT WATER TEMPERING BELOW SINK 3 POINT-OF-USE 0.34 MIN - 11.0 MAX 3 4" 3 4" POINT-OF-USE THERMOSTATIC MIXING VALVE BELOW SINK SET AT 120°F.

TMV-3 CASH ACME HG160 DOMESTIC HOT WATER TEMPERING SHOWER 2 POINT-OF-USE 0.34 MIN - 11.0 MAX 3 4" 3 4" POINT-OF-USE THERMOSTATIC MIXING VALVE SERVING SHOWERS SET AT 120°F.

PUMP SCHEDULE

MARK MAKE MODEL SERVICE LOCATION QTY

PERFORMANCE ELECTRICAL DATA

REMARKS
GPM TDH (FT.) MIN. EFF. RPM HP/ WATTS V PH HZ
RCP-1 GRUNDFOS UPS 43-44 BFC

DOMESTIC

HOT WATER

RECIRCULATION
ROOF 1 - - -- 1
6 HP 115 1Ø 60
1) ALL PUMPS TO BE ALL BRONZE.
2) SPEED SETTING 3.
3) PROVIDE WITH TIMER CONTROL AND AQUASTAT.
4) INSTALL THERMAL PURGE VALVE SET TO OPEN AT 160°F CLOSE AT 150°F ON THE DISCHARGE OF THE PUMP AS PROTECTION.
5) PROVIDE RECTORSEAL POLYSLAB PUMP COVER, 25.2" L X 13.4" W X 23.65" W.

DBP-1 GRUNDFOS CMBE 10-54 I-U-C-E-D-G BOOSTER PUMP FIRST FLOOR 1 54.2 82.35 - 3868 2 HP 208 1Ø 60 CME PUMP WITH INTEGRATED FREQUENCY CONVERTER. THE SYSTEM SHALL BE UL QCZJ LISTED AND NSF 61 CERTIFIED LEAD FREE. REFER TO DETAIL 1 OF SHEET P-5.2 FOR DETAILS.

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB

DOMESTIC HOT WATER BOILER SCHEDULE

MARK MAKE MODEL SERVICE LOCATION QTY

CAPACITY (MBH) FLOW
(GPM)

PRESSURE
DROP (FT.)

RECOVERY
RATE @
80 °F

ELECTRICAL DATA STACK
DIAMETER (IN.)

SHIPPING
WEIGHT (LBS.)

OPERATING
WEIGHT (LBS.) REMARKS INPUT OUTPUT V PHASE HZ
B-1 RAYPAK HI DELTA-TYPE WH HD101 DOMESTIC HOT WATER FIRST FLOOR 2 100 83 26 3.0 124 120 1 60 4 150 - INDOOR TYPE, FACTORY INSTALLED LOOP WATER PUMP AT 1 HP, TYPE "B" VENT, DIGITAL CONTROLLER, LOW NOx. FURNISHED WITH HIGH EFFICIENCY BURNER TO HAVE 0.85 ENERGY FACTOR AND 0.87 RECOVERY FACTOR.

TANK SCHEDULE
MARK MAKE MODEL SERVICE LOCATION QTY CAPACITY GALLONS DIMENSIONS SHIP WEIGHT (LBS.) OPERATING WEIGHT (LBS.) REMARKS HWT-1 RAYPAK PART NO. 241914 REV. 2 (403526) DOMESTIC HOT WATER STORAGE FIRST FLOOR 1 175 33" DIA. X 67.25" L 603 2064 VERTICAL WITH RIGID FOAM AT A MINIMUM R12.9 INSULATION AND COMPLIES TO ASHRAE 90.1. COMPLETE UNIT IS ENCLOSED IN BAKED ENAMEL STEEL JACKET. 2 1 2" NPT
CONNECTIONS AND 150 PSI MAXIMUM WORKING PRESSURE.

TET-1 AMTROL ASME THERM-X-TROL ST-12-C DOMESTIC HOT WATER EXPANSION FIRST FLOOR 1 6.4 12" DIA. X 15 5 8" H 26 120 BLADDER (FDA APPROVED), PROVIDE SEISMIC RESTRAINT. SEE DETAIL 10 OF SHEET P-5.1 FOR THERMAL EXPANSION TANK SUPPORT DETAIL.

PLUMBING CALCULATIONS
DATE PLOTTED: 5/17/2022 4:43 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-0.3 PLUMBING CALCULATIONS.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

COLD WATER FIXTURE CALCULATIONS
FIXTURE NUMBER OF FIXTURE X FIXTURE UNITS = TOTAL FIXTURE UNITS

COMMERCIAL KITCHEN
KITCHEN SINK 1 X 3.0 = 3.0
HAND SINK 1 X 2.0 = 2.0
SERVICE SINK 1 X 3.0 = 3.0
PREP SINK 1 X 3.0 = 3.0
3-COMPARTMENT SINK 1 X 6.0 = 6.0
DISHWASHER 1 X 2.0 = 2.0
ICE MACHINE VALVE BOX 1 X 1.0 = 1.0
SUB-TOTAL WATER FIXTURE UNITS = 20.0
SECOND FLOOR MEN'S PUBLIC BATHROOM (A-213)
WATER CLOSET (FLUSH TANK) 5 X 2.5 = 12.5
LAVATORY 3 X 1.0 = 3.0
SUB-TOTAL WATER FIXTURE UNITS = 15.5

TOTAL COLD WATER FIXTURE CALCULATIONS
COMMERCIAL KITCHEN 1 X 20.0 = 20.0

FIRST FLOOR OFFICE SPACE
BATHROOM 1 X 3.5 = 3.5

FIRST FLOOR GAME ROOM
BATHROOM 1X 8.0 = 8.0

FIRST FLOOR MEN'S AND WOMEN'S
LOCKER ROOM 1X 43.0 = 43.0

SECOND FLOOR MEN'S PUBLIC
BATHROOM (A-213) 1X 15.5 = 15.5

SECOND FLOOR WOMEN'S PUBLIC
BATHROOM (A-212) 1X 15.5 = 15.5

SECOND FLOOR MEN'S PUBLIC
BATHROOM (A-205) 1 X 7.0 = 7.0

SECOND FLOOR WOMEN'S PUBLIC
BATHROOM (A-204) 1X 7.0 = 7.0

SECOND FLOOR MULTI-USE &
ART/SHOP ROOM (A-202, A-206, A-211
& A-216)
4 X 1.5 = 6.0
TOTAL WATER FIXTURE UNITS = 125.5
GPM = 51.0

FIRST FLOOR OFFICE SPACE BATHROOM
WATER CLOSET (FLUSH TANK) 1 X 2.5 = 2.5
LAVATORY 1 X 1.0 = 1.0
SUB-TOTAL WATER FIXTURE UNITS = 3.5

WASTE FIXTURE CALCULATIONS
FIXTURE NUMBER OF FIXTURE X FIXTURE UNITS = TOTAL WASTE FIXTURE UNITS

COMMERCIAL KITCHEN GREASE WASTE
HAND SINK 1 X 2.0 = 2.0
SERVICE SINK 1 X 3.0 = 3.0
3-COMPARTMENT SINK 1 X 12.0 = 12.0
FLOOR SINK 5 X 3.0 = 15.0
FLOOR DRAIN 3 X 2.0 = 6.0
SUB-TOTAL WASTE FIXTURE UNITS = 38.0

FIRST FLOOR MULTI-USE AREA/LIBRARY BATHROOM
WATER CLOSET (FLUSH TANK) 2X 4.0 = 8.0
LAVATORY 2 X 1.0 = 2.0
DRINKING FOUNTAIN 1 X 1.0 = 1.0
SUB-TOTAL WASTE FIXTURE UNITS = 11.0

TOTAL WASTE FIXTURE CALCULATIONS

COMMERCIAL KITCHEN GREASE
WASTE 1X 38.0 = 38.0

FIRST FLOOR OFFICE SPACE
BATHROOM 1X 5.0 = 5.0

FIRST FLOOR GAME ROOM
BATHROOM 1 X 11.0 = 11.0

FIRST FLOOR MEN'S AND WOMEN'S
LOCKER ROOM 1 X 59.0 = 59.0

SECOND FLOOR MEN'S PUBLIC
BATHROOM (A-213) 1X 25.0 = 25.0

SECOND FLOOR WOMEN'S PUBLIC
BATHROOM (A-212) 1X 25.0 = 25.0

SECOND FLOOR MEN'S PUBLIC
BATHROOM (A-205) 1X 12.0 = 12.0

SECOND FLOOR WOMEN'S PUBLIC
BATHROOM (A-204) 1 X 12.0 = 12.0

SECOND FLOOR MULTI-USE &
ART/SHOP ROOM (A-202, A-206, A-211
& A-216)
4X 2.0 = 8.0
TOTAL WASTE FIXTURE UNITS = 195.0

FIRST FLOOR OFFICE SPACE BATHROOM
WATER CLOSET (FLUSH TANK) 1X 4.0 = 4.0
LAVATORY 1 X 1.0 = 1.0
SUB-TOTAL WASTE FIXTURE UNITS = 5.0

FIRST FLOOR MEN'S AND WOMEN'S LOCKER ROOM
WATER CLOSET (FLUSH TANK) 8 X 4.0 = 32.0
LAVATORY 6 X 1.0 = 6.0
SHOWER 8 X 2.0 = 16.0
DRINKING FOUNTAIN 1 X 1.0 = 1.0
FLOOR DRAIN 2 X 2.0 = 4.0
SUB-TOTAL WASTE FIXTURE UNITS = 59.0

FIRST FLOOR OFFICE SPACE BATHROOM
LAVATORY 1 X 6.0 = 6.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 6.0

FIRST FLOOR MEN'S AND WOMEN'S LOCKER ROOM
LAVATORY 6 X 6.0 = 36.0
SHOWER 8 X 30.0 = 240.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 276.0

TOTAL HOT WATER DEMAND CALCULATIONS
COMMERCIAL KITCHEN 1 X 220.0 = 220.0

FIRST FLOOR OFFICE SPACE
BATHROOM 1X 6.0 = 6.0

FIRST FLOOR GAME ROOM
BATHROOM 1X 12.0 = 12.0

FIRST FLOOR MEN'S AND WOMEN'S
LOCKER ROOM 1X 276.0 = 276.0

SECOND FLOOR MEN'S PUBLIC
BATHROOM (A-212) 1 X 18.0 = 18.0

SECOND FLOOR WOMEN'S PUBLIC
BATHROOM (A-213) 1X 18.0 = 18.0

SECOND FLOOR MEN'S PUBLIC
BATHROOM (A-205) 1X 12.0 = 12.0

SECOND FLOOR WOMEN'S PUBLIC
BATHROOM (A-204) 1X 12.0 = 12.0

SECOND FLOOR MULTI-USE &
ART/SHOP ROOM (A-202, A-206,A-211 & A-216)
4X 10.0 = 40.0
TOTAL HOT WATER DEMAND (GPH) = 614.0
SECOND FLOOR MEN'S PUBLIC BATHROOM (A-213)
WATER CLOSET (FLUSH TANK) 5 X 4.0 = 20.0
LAVATORY 3 X 1.0 = 3.0
FLOOR DRAIN 1 X 2.0 = 2.0
SUB-TOTAL WASTE FIXTURE UNITS = 25.0
SECOND FLOOR MEN'S PUBLIC BATHROOM (A-205)
WATER CLOSET (FLUSH TANK) 2X 4.0 = 8.0
LAVATORY 2 X 1.0 = 2.0
FLOOR DRAIN 1 X 2.0 = 2.0
SUB-TOTAL WASTE FIXTURE UNITS = 12.0

BOOSTER PUMP CALCULATIONS
BOOSTER PUMP GPM 51.0 GPM
(A) FRICTION LOSS THRU 2" WATER METER AT 51.0 GPM 1.0 P.S.I. (B) FRICTION LOSS AT REDUCED PRESSURE TYPE BACKFLOW PREVENTER: 3" (51.0 GPM) 13.0 P.S.I.(C) FRICTION LOSS THRU PIPE FROM METER TO BOOSTER PUMP THRU PIPE = 51.0 GPM @ 3"
CPVC SCH. 80
VELOCITY = 2.53 FPS
HEAD LOSS = 0.89 FT/100FT X 0.433 PSI/FT = 0.38 PSI/100 FT X 448 FT 1.7 P.S.I.

TOTAL 15.7 P.S.I.
(D) PRESSURE AVAILABLE (60 PSI MAX. & 50 PSI MIN.) 50.0 P.S.I.(E) STATIC GAINED = 0' X .433 PSI/FT = 0.0 P.S.I.

TOTAL PRESSURE AVAILABLE = 50.0 + 0.0 50.0 P.S.I.

PRESSURE AVAILABLE ON THE SUCTION SIDE = 50.0 - 15.7 TOTAL 34.3 P.S.I. (F) RESIDUAL PRESSURE AT MOST REMOTE FIXTURE 30.0 P.S.I. (G) STATIC HEAD FROM BOOSTER PUMP UP TO MOST REMOTE FIXTURE = 12 FT X 0.433 PSI/FT HD. 5.2 P.S.I. (H) PRESSURE LOSS THROUGH PIPE FRICTION LOSS FROM BOOSTER PUMP TO HOT WATER AT ROOF TO MOST REMOTE FIXTURE, 443 FT. X 1.25 (FITTING LOSSES) = 554 FT X 5.0 PSI/100FT 27.7 P.S.I.

TOTAL 62.9 P.S.I.

PRESSURE BOOST NEEDED FOR THE PUMP IS = (62.9-34.3) 28.6 P.S.I.

IN FT OF HEAD: 28.6 PSI / 0.433 PSI/FT 66.1 FT.HD
SIZE DOMESTIC BOOSTER PUMP BASED ON 51.0 GPM & 66 FT. OF HEAD

FRICTION LOSS CALCULATION
(FROM BOOSTER PUMP TO THE HYDRAULICALLY MOST REMOTE FIXTURE) CONSTANT PRESSURE PUMPS SET TO 80 PSI
LOSSES
RESIDUAL PRESSURE AT FIXTURE 30.0 P.S.I.

STATIC HEAD LOSS FROM BOOSTER PUMP UP TO MOST REMOTE FIXTURE = 12 FT X 0.433 PSI/FT HD. 5.2 P.S.I.

TOTAL LOSSES: 35.2 P.S.I.

MINIMUM PRESSURE AVAILABLE
FOR PIPING FRICTION LOSSES: 80.0 - 35.2 44.8 P.S.I.

ALLOWABLE FRICTION LOSS PER 100 FT.ASSUME THE MOST HYDRAULICALLY REMOTE UNIT ON THE SYSTEM (TOTAL LENGTH FROM BOOSTER PUMP TO MOST REMOTE FIXTURE) MAXIMUM TOTAL DEVELOPED LENGTH: 554 FT. (INCLUDING 25% FOR FITTINGS) 100' OF PIPE: 44.8 X 100
= 8.1 P.S.I.
554.0
MAXIMUM ALLOWABLE FRICTION LOSS 8.1 PSI/100 FEET; USE 8.0 PSI/100FT COLD WATER VELOCITY NOT TO EXCEED 8 F.P.S.

HOT WATER VELOCITY NOT TO EXCEED 5 F.P.S.

HYDRAULIC CALCULATIONS

WATER SYSTEM DEMAND
SYSTEM TYPE: PREDOMINANTLY FLUSH TANK FIXTURES FIXTURE UNITS GPM TOTAL FIXTURE UNITS 125.5 51.0
MAXIMUM FLOW RATE: 51 GPM
LANDSCAPE IRRIGATION SHALL BE 50 GPM (AT OFF HOURS USE) MAXIMUM PRESSURE 60 P.S.I.

MINIMUM PRESSURE 50 P.S.I.

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB

BOILER SYSTEM CALCULATION
TOTAL GPH DEMAND = 614.0
TOTAL DEMAND IN GALLONS PER HOUR (GPH) WITH DEMAND FACTOR OF 0.3 = 184.2 STORAGE TANK CAPACITY (175 GALLONS), STRATIFICATION FACTOR OF 0.7 = 122.5 MAXIMUM DOMESTIC HOT WATER DEMAND (GPH) = 61.7
TOTAL MBTUH @ 100% BOILER EFFICIENCY (80°F RISE) = 41.2 TOTAL MBTUH @ 85% BOILER EFFICIENCY (80°F RISE) = 48.5
TOTAL MBTUH WITH 60% REDUNDANCY = 77.6
EQUIPMENT REQUIREMENTS:

ONE (1) - 77.6 MBTUH MINIMUM INPUT AT 80° TEMPERATURE RISE.ONE (1) - 175 GALLON STORAGE TANK.

DOMESTIC HOT WATER DEMAND CALCULATIONS
FIXTURE NUMBER OF FIXTURE X FIXTURE UNITS = TOTAL FIXTURE UNITS

COMMERCIAL KITCHEN
KITCHEN SINK 1 X 15.0 = 15.0
HAND SINK 1 X 10.0 = 10.0
SERVICE SINK 1 X 30.0 = 30.0
PREP SINK 1 X 30.0 = 30.0
3-COMPARTMENT SINK 1 X 60.0 = 60.0
DISHWASHER 1 X 75.0 = 75.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 220.0

FIRST FLOOR GAME ROOM BATHROOM
LAVATORY 2 X 6.0 = 12.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 12.0
SECOND FLOOR MEN'S PUBLIC BATHROOM (A-213)
LAVATORY 3 X 6.0 = 18.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 18.0
SECOND FLOOR WOMEN'S PUBLIC BATHROOM (A-212)
LAVATORY 3 X 6.0 = 18.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 18.0
SECOND FLOOR MEN'S PUBLIC BATHROOM (A-205)
LAVATORY 2 X 6.0 = 12.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 12.0
SECOND FLOOR WOMEN'S PUBLIC BATHROOM (A-204)
LAVATORY 2 X 6.0 = 12.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 12.0
SECOND FLOOR WOMEN'S PUBLIC BATHROOM (A-212)
WATER CLOSET (FLUSH TANK) 5 X 4.0 = 20.0
LAVATORY 3 X 1.0 = 3.0
FLOOR DRAIN 1 X 2.0 = 2.0
SUB-TOTAL WASTE FIXTURE UNITS = 25.0
SECOND FLOOR WOMEN'S PUBLIC BATHROOM (A-204)
WATER CLOSET (FLUSH TANK) 2X 4.0 = 8.0
LAVATORY 2 X 1.0 = 2.0
FLOOR DRAIN 1 X 2.0 = 2.0
SUB-TOTAL WASTE FIXTURE UNITS = 12.0

FIRST FLOOR MULTI-USE AREA/LIBRARY BATHROOM
WATER CLOSET (FLUSH TANK) 2X 2.5 = 5.0
LAVATORY 2 X 1.0 = 2.0
DRINKING FOUNTAIN 1 X 1.0 = 1.0
SUB-TOTAL WATER FIXTURE UNITS = 8.0

FIRST FLOOR MEN'S AND WOMEN'S LOCKER ROOM
WATER CLOSET (FLUSH TANK) 8 X 2.5 = 20.0
LAVATORY 6 X 1.0 = 6.0
SHOWER 8 X 2.0 = 16.0
DRINKING FOUNTAIN 1 X 1.0 = 1.0
SUB-TOTAL WATER FIXTURE UNITS = 43.0
SECOND FLOOR WOMEN'S PUBLIC BATHROOM (A-212)
WATER CLOSET (FLUSH TANK) 5 X 2.5 = 12.5
LAVATORY 3 X 1.0 = 3.0
SUB-TOTAL WATER FIXTURE UNITS = 15.5
SECOND FLOOR MEN'S PUBLIC BATHROOM (A-205)
WATER CLOSET (FLUSH TANK) 2X 2.5 = 5.0
LAVATORY 2 X 1.0 = 2.0
SUB-TOTAL WATER FIXTURE UNITS = 7.0
SECOND FLOOR WOMEN'S PUBLIC BATHROOM (A-204)
WATER CLOSET (FLUSH TANK) 2 X 2.5 = 5.0
LAVATORY 2 X 1.0 = 2.0
SUB-TOTAL WATER FIXTURE UNITS = 7.0
SECOND FLOOR MULTI-USE & ART/SHOP ROOM (A-202, A-206, A-211 & A-216) SINK 1 X 2.0 = 2.0
SUB-TOTAL WASTE FIXTURE UNITS = 2.0
SECOND FLOOR MULTI-USE & ART/SHOP ROOM (A-202, A-206, A-211 & A-216) SINK 1 X 1.5 = 1.5
SUB-TOTAL WATER FIXTURE UNITS = 1.5
SECOND FLOOR MULTI-USE & ART/SHOP ROOM (A-202, A-206, A-211 & A-216) SINK 1 X 10.0 = 10.0
SUB-TOTAL HOT WATER DEMAND (GPH) = 10.0
(HOT AND COLD WATER)

DISTRIBUTION PIPE SIZING CHART (CPVC)

8.0 PSI/100 FT MAXIMUM FRICTION LOSS
MAXIMUM VELOCITY OF 5 FEET/ SECOND

PIPE SIZE
SDR 11 CPVC SCHED. 80 CPVC
1 2" 3 4" 1" 11
4"11
2" 2" 3" 4" 6"
GPM 2 6 12 21 3 56 100.3 175.4 398.7
FT FU 17 16 32 58 155 381 780 2657
FV FU 0 0 0 0 15 63 246 741 2657
VEL 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
(COLD WATER)
PIPING SIZING CHART (COPPER TYPE "L" - FOR WATER HEATER CONNECTIONS)

8.0 PSI/100 FT MAXIMUM FRICTION LOSS
MAXIMUM VELOCITY OF 8 FEET/ SECOND
PIPE SIZE 1
2" 3 4" 1" 11
4"11
2" 2" 3" 4" 6"
GPM 3 8 16 29 44 76 165 290 669
FT FU 3 10 23 51 103 254 719 1668 5101
VEL 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0
(HOT WATER)
PIPING SIZING CHART (COPPER TYPE "L" - FOR WATER HEATER CONNECTIONS)

8.0 PSI/100 FT MAXIMUM FRICTION LOSS
MAXIMUM VELOCITY OF 5 FEET/ SECOND
PIPE SIZE 1
2" 3 4" 1" 11
4"11
2" 2" 3" 4" 6"
GPM 3 7 12 19 27 48 105 185 418
FT FU 3 8 16 28 46 119 406 840 2842
VEL 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

WATER PIPE SIZING CHARTS
HOT WATER RETURN PIPING (SDR 11 CPVC)

3.0 PSI/100 FT MAXIMUM FRICTION LOSS
MAXIMUM VELOCITY OF 5 FEET/ SECOND

PIPE SIZE
SDR 11 CPVC LARR# 5697
1 2" 3 4" 1" 11
4"11
2" 2"
GPM 1.4 4.1 8.0 13.4 20.9 22.1
VEL 2.5 3.3 3.9 4.5 4.8 5.0

ENHANCED CROSS WALK

LOADING
ZONE

EVCS EVCS EVCS EVCS
003 004 005 006
012 013
015 014 017 016
019 018
020
NO
PARKING 021
023 022 024 025
027 026 028 029 030 031 032 033 034 035 036
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x60
5 TIER5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
COOLER

FREEZER
002 003
020 021 007 008
001
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
001
002

SWIMMING POOL

PICKLE BALL COURTS

PERGOLAS -

SEATING AREA

GARDEN BEDS

WALKING TRAIL

WALKING TRAIL

LANDSCAPE AREA

DECK AREA LANDSCAPE

LANDSCAPE

LANDSCAPE

WALKING TRAIL SIDEWALK

SIDEWALK

WALKING TRAIL

SIDEWALK

LANDSCAPE AREA LANDSCAPE AREA
12'-0" SIDEWALK
12'-0" SIDEWALK

LANDSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE
AREA

WALKING TRAIL
SIDEWALK SIDEWALK ELECT. ROOM TRASH ROOM
OFFICE
LOBBY

COMMUNITY
AREA

FITNESS
ROOM

COMMUNITY
ROOM
ELEV.

LAUNDRY
BOILER
ROOM
ELECT.

ROOM
PATIO
12'-0" SIDEWALK
POOL
HOUSE

ACCESS ROAD FOR

PANTRY / KITCHEN

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE
AREA

WALKING TRAIL
6 SHORT

TERM BIKE
SPACES
6 SHORT

TERM BIKE
SPACES

GARDEN BEDS
SHADE

STRUCTURE
SHADE

STRUCTURE
SENIOR

APARTMENTS

WATER STATION

WATER STATION

WATER STATION
WATER

STATION
WATER

STATION

ADA POOL LIFT

WALKING TRAIL

DISTANCE MARKER
TRASH CAN, TYP.

TRASH CAN, TYP.

WALKING TRAIL

DISTANCE MARKER

WATER STATION
TRASH CAN, TYP.

TRASH CAN,TYP.

TRASH CAN
TRASH CAN,TYP.

SHADE STRUCTURE

OVER SEATING TABLES

TRASH CAN
15,000 SF

OPEN AREA
TRASH CAN,TYP.

SHADE

BOCCI BALL STRUCTURE

CALL BOX
TRASH
CAN
TRASH
CAN
TRASH
CAN
TRASH
CAN
13'X40'

LOADING
SPACE

SS SS SS

SS SS SS
DCW
DCW
DCWDCW
M

PLUMBING SITE PLAN
DATE PLOTTED: 5/17/2022 4:43 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-1.0 PLUMBING SITE PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. TUPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP
1 P-2.1
N
1 P-2.2
1 P-2.3

GENERAL NOTESREAD WITH ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.

READ WITH CIVIL DRAWINGS.
1 2

REFERENCE NOTES

WASTE LATERAL, CONNECT TO ONSITE SEWER SYSTEM AS
SHOWN ON CIVIL DRAWING.
2" DOMESTIC COLD WATER METER PER CIVIL DRAWINGS.

GAS PIPING INTO THE BUILDING. SEE SHEET P-2.1 FORCONTINUATION.GREASE INTERCEPTOR. 3" REDUCED PRESSURE PRINCIPLE ASSEMBLY BACKFLOW
PREVENTER FOR DOMESTIC WATER SERVICE.

GAS METER BY GAS COMPANY.
1 2
3 4
5 6
1 2
3 GI-1 4
5 BFP-1

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB
6 24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x60
5 TIER5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
COOLER

FREEZER
2"
4"
S=1%
4"
S=1%
4"
S=2%
3"
4"
S=1%
4"
S=1%
4"
2"
2"
2"
4"GW
S=1%
SS-1
6"
6"
6"
S=2%
S=1%
3 4"CD
S=0%
3 4"CD
S=0%
3 4"CD
S=0%
3 4"CD
S=1%
3 4"CD
S=1%
DF-1
3"
4"
3"SD
6"OD
6"SD
6"OD 6"SD6"OD
6"SD
3"SD
3"SD
3"SD
3"SD
4"OD
4"SD
3"SD
4"SD

PLUMBING FIRST FLOOR PIPING PLAN
DATE PLOTTED: 5/1/2024 5:04 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-2.1 PLUMBING FIRST FLOOR PIPING PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP
N

REFERENCE NOTES
PIPING BELOW FLOOR.PIPING AT HIGH LEVEL INSIDE CEILING SPACE. 2" VENT PIPING UP TO FLOOR ABOVE.

HOT & COLD WATER PIPING UP TO FLOOR ABOVE TO SUPPLY
FIXTURES.

SEE PLUMBING SITE PLAN FOR CONTINUATION.SEE PLUMBING ENLARGED PLAN FOR CONTINUATION.

FIRE SPRINKLER RISER BY OTHERS.
3" VENT PIPING UP TO FLOOR ABOVE.

WASTE PIPING FROM FIXTURE ABOVE.

DOMESTIC COLD WATER BOOSTER PUMP. SEE DETAIL 1 OF
SHEET P-5.2.
1 2" COLD WATER DOWN TO SUPPLY DRINKING FOUNTAIN.

WASTE PIPING FROM HIGH LEVEL DOWN TO BELOW GRADE.

DOMESTIC HOT WATER BOILER. REFER TO DETAIL X OF SHEETP-5.X FOR SCHEMATIC PIPING DIAGRAM.DOMESTIC HOT WATER STORAGE TANK.

THERMAL EXPANSION TANK.

RECIRCULATION PUMP.

COLD WATER SHUT-OFF VALVE AT HIGH LEVEL WITH ACCESS
PANEL.
6" GREASE INTERCEPTOR VENT UP TO FLOOR ABOVE.

CEILING MOUNTED FAN COIL UNIT. SEE MECHANICAL
DRAWINGS.

WALL MOUNTED FAN COIL UNIT. SEE MECHANICAL DRAWINGS.
3 4" PRIMARY CONDENSATE DRAIN FROM CONDENSATE PUMP
BY HVAC.
3 4" SECONDARY CONDENSATE DRAIN. PROVIDE WITH
OVERFLOW PROTECTION SWITCH.
3 4" PRIMARY CONDENSATE DRAIN PIPING DOWN IN WALL TO
LAVATORY TAILPIECE. SEE DETAIL 8 OF SHEET P-5.1.
3 4" PRIMARY CONDENSATE DRAIN FROM CONDENSATE PUMP
BY HVAC UP TO FLOOR ABOVE.

PIPING TO BE PROTECTED AND INSTALLED IN ACCORDANCE
TO CEC 2019 11026(F)(1)(c).

CONDENSATE DRAIN PIPING FROM FLOOR ABOVE.
3 4" HOT AND COLD WATER DOWN TO SUPPLY SERVICE SINK.

STORM AND OVERFLOW DRAIN PIPING FROM ABOVE.STORM DRAIN PIPING DOWN TO DISCHARGED 6" ABOVE GRADE. PROVIDE WITH SPLASH BLOCK.

OVERFLOW DRAIN PIPING TO SPILL DAYLIGHT AT THE
EXTERIOR BUILDING WALL.
1 2
3 4
5 6
7 89
10 11
121314
15 16171819
20 21
22 2324252627282930

GENERAL NOTES
SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.

PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESS
FIXTURES.

LOWER ROUGH-IN HEIGHTS FOR ALL ADA ACCESS.

HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE
INSULATED.

USE SOUND ISOLATION BRACKETS FOR WATER PIPING.PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.READ WITH SCHEMATIC RISER DIAGRAMS. 1 23
4 5
6 7
1 P-3.1
2 P-3.1
3 P-3.1
11 8
5 6
2 (TYP.) 9
2 3
DBP-1 10
21 DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB
5 1
11 1
1 1
1 2
2 1
2 2
2 2
2 4
4 4
4 4
6 6
6 6
7 9 (TYP.)
9 (TYP.)
3 12
1 12
HWT-1 14
15 TET-1
B-1 13
2 P-3.2
RCP-1 16
17 6 1
5 18
23 25
(TYP.) 20
(TYP.) 21
19 (TYP.) (TYP.) 22
23 23
(TYP.) 20
(TYP.) 21
26 1
P-3.2
(TYP.) 9
20 23
3 4
6 27
5 5
12 28
28 2828
28 2930
29 30
29 30
2930
2930
5 OPEN

TO BELOW

ELEVATOR
DN
DN
DN

LOW WALL

LOW WALL

LOW WALL

LOW WALL
LOW WALL 42" METAL RAILING
42" METAL RAILING
42" METAL RAILING
42" METAL RAILING
2"
6"
S-1
S-1
S-1
S-1
4"OD
4"SD
4"OD
4"SD
4"OD
4"SD
4"OD
4"SD
4"SD
4"OD
4"OD
4"SD
6"OD
6"SD 4"SD 4"OD
4"OD
4"SD
3"SD
3"OD
S=1%
S=1%
S=1%
S=1%
S=1%S=1%
S=1%
S=1%
S=1%
S=1%
S=1%S=1%
S=1%
S=1%
S=1%
S=1%
S=1%S=1%
S=1%S=1%
3" DD-1
(682 SF)
3" AD-1
(61 SF)
3" DD-1
(682 SF)
3" DD-1
(684 SF)
3" DD-1
(663 SF)

PLUMBING SECOND FLOOR PIPING PLAN
DATE PLOTTED: 5/17/2022 4:43 PM BY: CHRIS WADE LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-2.2 PLUMBING SECOND FLOOR PIPING PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP
N
5 P-3.1
4 P-3.1

REFERENCE NOTES
2" VENT THRU ROOF.
3" VENT THRU ROOF.

VENT PIPING FROM BELOW UP TO HIGH LEVEL.

PIPING AT HIGH LEVEL INSIDE CEILING SPACE.DOMESTIC HOT & COLD WATER PIPING FROM BELOW. 2'' VENT PIPING FROM BELOW UP TO LOW LEVEL INSIDE WALL
AND CONNECT TO VENT RISER.

FIRE SPRINKLER RISER BY OTHERS.HOT AND COLD WATER FROM BELOW UP TO LOW LEVEL INSIDE TO SUPPLY SINK. PROVIDE HOT AND COLD WATER
SHUT-OFF VALVE AT VERTICAL PIPE. PROVIDE WITH ACCESS
PANEL.

POINT-OF-USE THERMOSTATIC MIXING VALVE BELOW SINK,
SET AT 120°F.
6" GREASE INTERCEPTOR VENT FROM BELOW UP THRU ROOF.

WALL MOUNTED FAN COIL UNIT. SEE MECHANICAL DRAWINGS.
3 4" PRIMARY CONDENSATE DRAIN PIPING FROM WALL
MOUNTED FAN COIL UNIT DOWN TO BELOW.
3 4" CONDENSATE DRAIN PIPING FROM ABOVE DOWN IN WALL
TO LAVATORY/SINK TAILPIECE. SEE DETAIL 8 OF SHEET P-5.1. 1" CONDENSATE DRAIN PIPING FROM ABOVE DOWN IN WALL
TO LAVATORY/SINK TAILPIECE. SEE DETAIL 8 OF SHEET P-5.1. 3" STORM & OVERFLOW DRAIN PIPING FROM ABOVE.
4" STORM & OVERFLOW DRAIN PIPING FROM ABOVE.4" STORM & OVERFLOW DRAIN DOWN TO FLOOR BELOW. 6" STORM & OVERFLOW DRAIN DOWN TO FLOOR BELOW.
1 2
3 4
5 6
7 89
10 11
121314
15 1617
18 GENERAL NOTES
SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.

PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESS
FIXTURES.

LOWER ROUGH-IN HEIGHTS FOR ALL ADA ACCESS.

HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE
INSULATED.

USE SOUND ISOLATION BRACKETS FOR WATER PIPING.PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.READ WITH SCHEMATIC RISER DIAGRAMS. 1 23
4 5
6 7
2 1
4 7

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB
5 1
1 2
2 1
5 3
TMV-2 9
8 9 TMV-2
8 9 TMV-2 8
3 10
12 11
13 14
13 1
9 TMV-2 8
4 6
6 15
16 16
16 16
16 16
17 17
1717 18
14 3
S=1%
4"CD 3 4"CD
S=1%
3 4"CD
3 4"CD 3 4"CD
3 4"CD
3 4"CD 3 4"CD
S=1%
3 4"CD
S=1%
3 4"CD
S=1%
S=1%
3 4"CD
1"CD
4" RD-2/OD-2
(1920 SF) 4" RD-2/OD-2
(1920 SF)
4" RD-2/OD-2
(1920 SF)
4" RD-2/OD-2
(2250 SF)
4" RD-2/OD-2
(2285 SF)
4" RD-2/OD-2
(2962 SF)
3" RD-1/OD-1
(360 SF)
1"CD
3 4"CD

PLUMBING ROOF PLAN
DATE PLOTTED: 5/2/2024 12:37 AM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-2.3 PLUMBING ROOF PLAN.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. TUPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP
N

REFERENCE NOTES
2" VENT THRU ROOF.
3" VENT THRU ROOF.

CONDENSING UNITS. SEE MECHANICAL DRAWINGS.
6" GREASE INTERCEPTOR VENT THRU ROOF.

MECHANICAL ROOFTOP PACKAGED UNIT. SEE MECHANICALDRAWINGS. 3 4" CONDENSATE DRAIN FROM AC UNIT WITH CONDENSATE
TRAP & VENT. REFER TO DETAIL 2 OF SHEET P-5.2.

PROVIDE ROOF PIPE SUPPORT EVERY 8-0" ON CENTER. SEEDETAIL 3 OF SHEET P-5.2. 3 4" CONDENSATE DRAIN PIPING DOWN TO FLOOR BELOW.
1" CONDENSATE DRAIN PIPING DOWN TO FLOOR BELOW.
3" STORM & OVERFLOW DRAIN DOWN TO FLOOR BELOW.
4" STORM & OVERFLOW DRAIN DOWN TO FLOOR BELOW.

SWAMP COOLER FOR KITCHEN HOOD MAKE-UP AIR. SEE
MECHANICAL DRAWINGS.KITCHEN EXHAUST FAN. SEE MECHANICAL DRAWINGS.

CEILING MOUNTED INLINE EXHAUST AIR FAN. SEE
MECHANICAL DRAWINGS.

EXHAUST AIR DUCT. SEE MECHANICAL DRAWINGS.

ROOF MOUNTED UTILITY SUPPLY/EXHAUST FAN. SEE
MECHANICAL DRAWINGS.
1 2
3 4
5 6
789
10 11
12 13141516

GENERAL NOTES
SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.

PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESS
FIXTURES.

LOWER ROUGH-IN HEIGHTS FOR ALL ADA ACCESS.

HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE
INSULATED.

USE SOUND ISOLATION BRACKETS FOR WATER PIPING.

PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.

READ WITH SCHEMATIC RISER DIAGRAMS.
1234567
1 2
2 (TYP.) 3

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB
2 1
1 4
(TYP.) 7(TYP.) 6(TYP.) 5
9 9
8 8
1 1
7 (TYP.)6 (TYP.)5 (TYP.)
(TYP.) 7(TYP.) 6(TYP.) 5
SD
6 OD
6 11 (TYP.)
OD
5 SD
5 (TYP.) 11
7 OD
7 SD (TYP.) 10
SD
3 OD
3 11 (TYP.)
SD
4 OD
4 11 (TYP.)
SD
2 OD
2 11 (TYP.)
OD
1 SD
1 (TYP.) 11
12 13 14
(TYP.) 15
16 16
L-2 L-1 L-1
WC-2 WC-1 WC-1
SH-1
SH-1
SH-1
SH-2SH-2
L-2 L-1 L-1
WC-2 WC-1 WC-1
FD-1
FD-1
SH-1
SH-1
SH-1
3 4"
1 2"
1"
3 4"
1"
1"
3 4"
11 4" 1"
11 4" 1"
WC-1
WC-1
3 4"
3 4"
3 4"
DF-1
WC-2
L-2
WC-2
L-2
WC-2
L-2
3 4"
WC-1 WC-1
WC-2
WC-2
FD-1 FD-1
L-2
L-1
3 4"
L-2
L-1
WC-2
L-1
WC-1
FD-1
WC-1 WC-1
L-1 L-2
WC-1
L-1 L-1 L-2
WC-2 WC-1
FD-1
WC-1 WC-1 WC-1

PLUMBING ENLARGED PLANS - SHEET ONE
DATE PLOTTED: 5/17/2022 4:43 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-3.1 PLUMBING ENLARGED PLANS - SHEET ONE.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. TUPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

AS NOTED
SCALE: MEN'S & WOMEN'S LOCKER ROOM (FIRST FLOOR) - ENLARGED PLAN 1 1/4" = 1'-0"SCALE: FIRST FLOOR PUBLIC BATHROOM (A-116, A-117, A-118, A-119) - ENLARGED PLAN 2 1/4" = 1'-0" SCALE: SECOND FLOOR PUBLIC BATHROOM (A-213, A-212) - ENLARGED PLAN 1/4" = 1'-0" 4SCALE: FIRST FLOOR PUBLIC BATHROOM (A-127) - ENLARGED PLAN 3 1/4" = 1'-0" SCALE: SECOND FLOOR PUBLIC BATHROOM (A-204, A-205) - ENLARGED PLAN1/4" = 1'-0" 5

GENERAL NOTES
USE SOUND ISOLATION BRACKETS FOR WATER PIPING.

PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESS
FIXTURES.

PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.

SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.SEE WASTE & VENT, GAS, HOT & COLD WATER PIPING RISER DIAGRAMS.

CONNECT VENTS IN ROOF ATTIC SPACE & VERIFY EXACT
LOCATIONS OF ROOF PENETRATIONS WITH ARCHITECT.

CONNECT VENTS IN ROOF ATTIC SPACE & VERIFY EXACT
LOCATIONS OF ROOF PENETRATIONS WITH ARCHITECT.
1234567

REFERENCE NOTES
PIPING BELOW FLOOR.PIPING AT HIGH LEVEL INSIDE CEILING SPACE. 2" WASTE DOWN, 2" VENT UP.
3" WASTE DOWN, 2" VENT UP.
3 4" COLD WATER DOWN TO WATER CLOSET.3 4" HOT & COLD WATER DOWN TO SUPPLY FIXTURES.

POINT-OF-USE THERMOSTATIC MIXING VALVE BELOWLAVATORY, SET AT 110°F.POINT-OF-USE THERMOSTATIC MIXING VALVE SERVING SHOWER SET AT 120°F.

HOT & COLD WATER SHUT-OFF VALVE IN CEILING SPACE.

PROVIDE WITH ACCESS PANEL.1
2" COLD WATER DOWN TO TRAP PRIMER. RUN 1
2" COPPER

LINE BELOW FLOOR FROM TRAP PRIMER TO FLOOR DRAIN
TAILPIECE.

SEE PLUMBING SHEET P-2.1 FOR CONTINUATION.

PIPING AT LOW LEVEL INSIDE WALL/BELOW COUNTER.
1 2" COLD WATER DOWN TO DRINKING FOUNTAIN.

HOT AND COLD WATER PIPING FROM BELOW.
1 2
3 4
5 6
789
10 11
12 1314
11 4
1 4
5 TP-1 10
2 11
9 11
9 1
10 6
TP-1
1 4
5 1 3
10 TP-1
3 3

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB
1 1
1 2
2 2
2 2
3 3 3 3
3 3 3
4 5
4 5
4 5
4 5
4 5
4 5
4 5
3 3
3 7 TMV-1
6 7 TMV-1
68 6
TMV-3 8
6 7 TMV-1
3 4
5 4
5 9
11 2
3 5
4 5
4 5
4 TP-1 10
3 4
5 4
5 7 TMV-1
22 9
5 9
6 TMV-1 7
3 9
9 11 14
6 TMV-1 7
33 7 TMV-1
4 5
9 9
3 13
11 9
6 3 7 TMV-1
2 5
4 5
4 5
4 TP-1 10
3 4
5 4
5 7 TMV-1
3 3
9 11 14
66 12
TMV-3
12 12
12 2
1 2"
1 2"
1 2"
1 2" FS-1 1
2"
1 2"
24x48
5 TIER
24x48
5 TIER
24x48
5 TIER
COOLER

FREEZER
1 2"
1 2"
S-2
1 2"

PLUMBING ENLARGED PLANS - SHEET TWO
DATE PLOTTED: 5/17/2022 4:43 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-3.2 PLUMBING ENLARGED PLANS - SHEET TWO.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP

AS NOTED
SCALE: COMMERCIAL KITCHEN (FIRST FLOOR) - ENLARGED PLAN 1 1/4" = 1'-0"

GENERAL NOTES
USE SOUND ISOLATION BRACKETS FOR WATER PIPING.PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESS FIXTURES.

PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.

SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.SEE SCHEMATIC RISER DIAGRAMS.CONNECT VENTS IN ROOF ATTIC SPACE & VERIFY EXACT LOCATIONS OF ROOF PENETRATIONS WITH ARCHITECT.LOWER ROUGH-IN HEIGHTS FOR ALL ADA & ADAPTABLEKITCHENS. 1 2
3 4
567

REFERENCE NOTES
PIPING AT HIGH LEVEL INSIDE CEILING SPACE.
2" WASTE DOWN, 2" VENT UP.

HOT & COLD WATER SHUT-OFF VALVE IN CEILING SPACE.

PROVIDE WITH ACCESS PANEL.1
2" COLD WATER DOWN TO TRAP PRIMER. RUN 1
2" COPPER

LINE BELOW FLOOR FROM TRAP PRIMER TO FLOOR DRAIN
TAILPIECE.

SEE PLUMBING SHEET P-2.1 FOR CONTINUATION.
3 4" HOT & COLD WATER DOWN TO SINK.3 4" HOT WATER DOWN TO SINK AND DISHWASHER. 3 4" COLD WATER DOWN TO SINK.

DISHWASHER AIR GAP FITTING.
3 4" COLD WATER DOWN TO REFRIGERATOR. PROVIDE

REFRIGERATOR WITH STOP INSIDE VALVE BOX FLUSHED ON
WALL.
1 2
3 4
5 6
7 89

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB
1 5
3 2
6 6
2 6
6 2
4 2
6 TP-1
SCALE: STAFF BREAK ROOM (FIRST FLOOR) - ENLARGED PLAN 2 1/4" = 1'-0" 5 3
2 78
9 1

PLUMBING DETAILS - SHEET ONE
DATE PLOTTED: 5/17/2022 4:43 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-5.1 PLUMBING DETAILS - SHEET ONE.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP
FLOOR DRAIN DETAIL 4 WALL CLEANOUT DETAIL 1
FLOOR CLEANOUT DETAIL 2
CLEANOUT TO GRADE 3

CLEANOUT IN CONCRETE OR

FINISHED FLOOR

FINISHED FLOORFLASHING
NO-HUB

ADJUSTABLE STRAINER

TRAP PRIMER CONNECTION
SEE DETAIL 5/P-5.1

TO SANITARY DRAIN

CLEANOUT PLUG

ALTERNATE ELBOW

SOIL OR WASTE

SAN TEE FITTING

WALL CLEANOUT &

COVER PLATE
AS JR SMITH # 4472
WALL
FLOOR CLEANOUT - SMITH SERIES 4032 OR

EQUAL WITH FLASHING FLANGE &

FLASHING CLAMP

FINISH FLOOR

CLEANOUT-IRON BODY SOLID

BRONZE PLUG IN PLANTER OR

PAVED AREAS
4" THICK CONCRETE 12" ALL

AROUND IN PAVED AREAS

FINISHED GRADE

FINISHED SLAB

YARD BOX WITH CAST IRON

TRAFFIC COVER & RIM

SEWER-MATERIAL

AS SPECIFIED
1 8" BEND IF C.O. OCCURS AT

END OF LINE
SANITARY VENT PIPE THROUGH ROOF DETAIL 7
1'-0" MIN.

PIPE THROUGH ROOF SEE FLOOR PLAN

FOR SIZE/TYPE AND LOCATION
ROOF

FURNISH AND INSTALL TWO ROOF PIPE
SUPPORTS SIMILAR TO TOLCO FIGURE #6

KEEP TIGHT TO ROOF SHEATHING

COUNTER FLASHING

FILL WITH EPOXY COMPOUND

ROOFING
SKIRT
TRAP PRIMER INSTALLATION DETAIL 6

INSTALLATION
DIMENSION 163 8"
PRIMER 5"

DIMENSION
12"

FLOOR SINK/

FLOOR DRAIN

COLD WATER HEADER

TRAP PRIMER

SINGLE SUPPLY TUBE SS

ACCESS PANEL

DISTRIBUTION UNIT FOR MULTIPLE

CONNECTION WHERE APPLICABLE

VENT LINE

GENERAL NOTES

TRAP PRIMER VALVE SHOULD BE MOUNTED ONE FOOT ABOVE
FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE.

PROVIDE MOUNTING BRACKETS AS REQUIRED.
1 2
1 2"COLD WATER SUPPLY TO TRAP PRIMER
HUB DRAIN AND STANDPIPE 5
3'-0"
6"
DRAIN

STANDPIPE
PROVIDE 3" MINIMUM
AIR GAP CLEARANCE.

VENT
PIPING
P-TRAP

TRAP PRIMER LINE

CONNECTION
HUB

ADAPTER
4"
WALL MOUNTED FCU CONDENSATE DRAIN DETAIL 9

WALL MOUNTED FAN COIL

UNIT WITH PUMP

ASSISTED CONDENSATE
DRAIN LINE. REFER TOMECHANICAL DRAWINGS

CONDENSATE DRAIN

PIPING WITH INSULATION

SEE PLAN FOR SIZE
WALL

CONDENSATE PUMP

LAVATORY/SINK VENT
WALL

SANITARY WASTE

FIXTURE TAILPIECE

TEE FITTING

ESCUTCHEON
P-TRAP
CEILING MOUNTED FAN COIL UNIT CONDENSATE DRAIN DETAIL 8

LAVATORY/SINK
MIN 1", MAX 3"DEPTH WET TRAP

SANITARY WASTE

FIXTURE TAILPIECE

TEE FITTING

ESCUTCHEON
P-TRAP

CEILING
FLOOR
OVERFLOW CONDENSATE DRAIN. PROVIDE
WITH OVERFLOW PROTECTION SWITCH.

INTERLOCK WITH POWER SUPPLY TO UNIT

VENT FAN COIL UNIT ABOVE CEILING
DRAIN PANFURN. W/ UNIT

CEILING
FLOOR

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB
THERMAL EXPANSION TANK SUPPORT DETAIL 10

THERMAL EXPANSION TANK
12" DIAMETER PER

PLUMBING SCHEDULES
QUICK STRAP QS-12
1 2" WIDE, 1
4" THICK

STAINLESS STEEL BAND
(TYPICAL FOR 2)

BRACKET MOUNTED TO WALL OR TO

MOUNTING CONSTRUCTION TO BE PROVIDED

BY OTHERS

DETAIL LEGEND

SYMBOL DESCRIPTION

PRESSURE RELIEF VALVE
PUMP
UNION

GATE VALVE

CHECK VALVE

BALL VALVE

THERMAL PURGE VALVE

THERMOMETER

REFERENCE NOTES
PROVIDE SEISMIC RESTRAINT METAL STRAPS.

AQUASTAT.

TEMPERATURE & PRESSURE RELIEF VALVE DRAIN TO
APPROVED LOCATION.

COLD WATER MAKE-UP.

HOT WATER TO FIXTURE & HYDRONIC FAN COILS.

SPILL TO GRADE.

THERMAL PURGE VALVE.

RECIRCULATING PUMP TO BE LOCATED AWAY FROM BUILDING

AND SUPPORTS SHOULD NOT BE ATTACHED TO BUILDING
WALL. SEE DETAIL 11 OF THIS SHEET FOR CONTROL WIRING
DIAGRAM.BOILER TO BE SET @ 120°F.
123456789
3"
3"

BOILER PUMP
RECIRCULATION PUMP (RCP-1) 6
1 3
2 1

HOT WATER

STORAGE TANK
7 3
5 4
BOILER
TET-1 9
HWT-1
B-1

RECIRCULATINGHOT WATER RETURN LINE
DOMESTIC HOT WATER BOILER PIPING SCHEMATIC DETAIL 11

PLUMBING DETAILS - SHEET TWO
DATE PLOTTED: 5/17/2022 4:43 PM BY: JERRY GRAVELA LAST SAVED: JGRAVELA FILE NAME: H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\SENIOR CENTER PACKAGE\PLUMBING\P-5.2 PLUMBING DETAILS - SHEET TWO.DWG ORIGINAL SIZE: ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) PLOT SCALE: 1:1 PLOT STYLE: BREEN DESIGN GROUP.STB

REGISTERED PROFESSIONA L ENGINEER
JOPER O. T UPA S

ST A T E OF C A LIFOR N
ME
IA

C HA NIC A L
NO. M-35317
EXP. 06/30/2025
WWW.BREENDESIGN.COM3825 DEL AMO BOULEVARDPH: 310 464 8404TORRANCE, CA 90503 OO
COPYRIGHT ©2024 BREEN DESIGN GROUP
DOMESTIC COLD WATER BOOSTER PUMP DETAIL 1

DRAWN BY LF, ATDESIGNED BY JT

CHECKED BY JT

APPROVED BY PB
CONDENSATE PIPING TRAP DETAIL 2

ALL INTERIOR CONDENSATE PIPING TO BE
INSULATED.

UNION

DRAIN PAN

AC UNIT

DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THENIPPLE ON THE DRAIN PAN

CO PLUG

THREADED
VENT 1" MIN.

TRAP DEPTH TO BE SPECIFIED BY
UNIT MANUFACTURER.
1 ROOFTOP PIPE SUPPORT DETAIL 3

CONDENSATE

PIPING AT ROOF

B-LINE DURA-BLOK DBE SERIES

SUPPORT BASE WITH ROD RISERS &
CHANNEL, CATALOG #DBE10-8

ROOF ROOF

GAS PIPING

PIPING AT ROOF

ROOF ROOF

B-LINE DURA-BLOK DBE SERIES

SUPPORT BASE WITH CHANNEL,
CATALOG #DB5.

H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\STRUCTURAL\S2.10-S2.20 STRUCTURAL PLAN.DWG 6/11/2024 10:09 AM WWW.BREENDESIGN.COM 3825 DEL AMO BOULEVARD PH: 310 464 8404 TORRANCE, CA 90503 OO The above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (YM Architects), and no part thereof shall be copied,disclosed to others or used in connection with any other project other than the specific project for which they have been prepared and developed, without the written consent of the Architect (YM Architects). Visual contact with these drawings or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on thesedrawings shall have pre-over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted tothis office for approval before proceeding with fabrication.

H:\PROJECTS\138 CORP FOR BETTER HOUSING\24-001 - FRESNO SENIOR CENTER\01 - CAD\STRUCTURAL\S2.10-S2.20 STRUCTURAL PLAN.DWG 6/11/2024 10:10 AM WWW.BREENDESIGN.COM 3825 DEL AMO BOULEVARD PH: 310 464 8404 TORRANCE, CA 90503 OO The above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (YM Architects), and no part thereof shall be copied,disclosed to others or used in connection with any other project other than the specific project for which they have been prepared and developed, without the written consent of the Architect (YM Architects). Visual contact with these drawings or specifications shall constitute conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have pre-over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted tothis office for approval before proceeding with fabrication. 


 










   

  
    

 
 
  

    

  
    

 
 
 














   







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EXHIBIT D

LABOR RATES

SENIOR ACTIVITY CENTER
PHASE TWO – CONSTRUCTION SERVICES
"General Decision Number: CA20240018 10/18/2024
Superseded General Decision Number: CA20230018
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
Counties: Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus and Tuolumne Counties in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).
______________________________________________________________ |If the contract is entered |. Executive Order 14026 |
|into on or after January 30, | generally applies to the | |2022, or the contract is | contract. |
|renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at |
|after January 30, 2022: | least $17.20 per hour (or |
| | the applicable wage rate |
| | listed on this wage |
| | determination, if it is |
| | higher) for all hours |
| | spent performing on the |
| | contract in 2024. |
|______________________________|_____________________________| |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. |
|contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the |
| | applicable wage rate listed|
| | on this wage determination,|
| | if it is higher) for all |
| | hours spent performing on |
| | that contract in 2024. |
|______________________________|_____________________________| The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 01/19/2024
3 01/26/2024
4 02/09/2024
5 02/16/2024
6 02/23/2024
7 03/01/2024
8 03/08/2024
9 03/15/2024
10 04/12/2024
11 04/26/2024
12 05/24/2024
13 07/05/2024
14 07/12/2024
15 07/19/2024
16 07/26/2024
17 08/09/2024
18 08/23/2024
19 09/06/2024
20 09/13/2024
21 09/20/2024
22 10/18/2024
* ASBE0016-004 05/01/2024
AREA 1: CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED,

MONTEREY, SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS &

TOULMNE COUNTIES
AREA 2: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)
Area 1......................$ 34.56 11.40
Area 2......................$ 36.53 9.27
---------------------------------------------------------------- ASBE0016-008 01/01/2024
AREA 1: ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN MATEO, SANTA CLARA, & SANTA CRUZ
AREA 2: CALAVERAS, COLUSA, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, SAN JOAQUIN, STANISLAUS, & TUOLUMNE
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
Area 1......................$ 84.76 25.07
Area 2......................$ 64.56 25.07
---------------------------------------------------------------- BOIL0549-001 01/01/2021
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES
AREA 2: REMAINING COUNTIES
Rates Fringes

BOILERMAKER
Area 1......................$ 49.62 41.27
Area 2......................$ 45.60 38.99
---------------------------------------------------------------- BRCA0003-001 08/01/2023
Rates Fringes
MARBLE FINISHER..................$ 41.18 18.58
---------------------------------------------------------------- BRCA0003-003 08/01/2023
Rates Fringes
MARBLE MASON.....................$ 60.20 28.82
---------------------------------------------------------------- BRCA0003-005 05/01/2024
Rates Fringes

BRICKLAYER
( 1) Fresno, Kings,
Madera, Mariposa, Merced....$ 51.17 25.80
( 7) San Francisco, San
Mateo.......................$ 57.02 28.50
( 8) Alameda, Contra
Costa, San Benito, Santa
Clara.......................$ 56.94 26.28
( 9) Calaveras, San
Joaquin, Stanislaus,
Toulumne....................$ 52.76 25.01
(16) Monterey, Santa Cruz...$ 54.18 27.82
---------------------------------------------------------------- BRCA0003-008 07/01/2023
Rates Fringes
TERRAZZO FINISHER................$ 43.90 19.51
TERRAZZO WORKER/SETTER...........$ 59.06 28.31
---------------------------------------------------------------- BRCA0003-011 04/01/2024
AREA 1: Alameda, Contra Costa, Monterey, San Benito, San Francisco, San Mateo, Santa Clara, Santa Cruz
AREA 2: Calaveras, San Joaquin, Stanislaus, Tuolumne
AREA 3: Fresno, Kings, Madera, Mariposa, Merced
Rates Fringes

TILE FINISHER
Area 1......................$ 37.75 19.28
Area 2......................$ 34.76 19.22
Area 3......................$ 32.68 18.32
Tile Layer
Area 1......................$ 59.92 22.62
Area 2......................$ 55.17 22.52
Area 3......................$ 50.28 22.05
---------------------------------------------------------------- CARP0022-001 07/01/2023
San Francisco County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 60.39 33.52
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 60.54 33.52
Journeyman Carpenter........$ 60.39 33.52
Millwright..................$ 60.49 35.11
---------------------------------------------------------------- CARP0034-001 07/01/2021
Rates Fringes
Diver
Assistant Tender, ROV
Tender/Technician...........$ 54.10 34.69
Diver standby...............$ 60.51 34.69
Diver Tender................$ 59.51 34.69
Diver wet...................$ 103.62 34.69
Manifold Operator (mixed
gas)........................$ 64.51 34.69
Manifold Operator (Standby).$ 59.51 34.69
DEPTH PAY (Surface Diving):
050 to 100 ft $2.00 per foot
101 to 150 ft $3.00 per foot
151 to 220 ft $4.00 per foot
221 ft.-deeper $5.00 per foot
SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under
pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48"" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.
---------------------------------------------------------------- CARP0034-003 07/01/2021
Rates Fringes
Piledriver.......................$ 54.10 34.69
---------------------------------------------------------------- CARP0035-007 07/01/2020
AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties
AREA 2: Monterey, San Benito, Santa Cruz Counties
AREA 3: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, San Joaquin, Stanislaus, Tuolumne Counties
Rates Fringes
Modular Furniture Installer
Area 1
Installer..................$ 28.76 22.53
Lead Installer.............$ 32.21 23.03
Master Installer...........$ 36.43 23.03
Area 2
Installer..................$ 26.11 22.53
Lead Installer.............$ 29.08 23.03
Master Installer...........$ 32.71 23.03
Area 3
Installer..................$ 25.16 22.53
Lead Installer.............$ 27.96 23.03
Master Installer...........$ 31.38 23.03
---------------------------------------------------------------- CARP0035-008 08/01/2020
AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties
AREA 2: Monterey, San Benito, Santa Cruz Counties
AREA 3: San Joaquin
AREA 4: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, Stanislaus, Tuolumne Counties
Rates Fringes
Drywall Installers/Lathers:

Area 1......................$ 52.65 31.26
Area 2......................$ 46.77 31.26
Area 3......................$ 47.27 31.26
Area 4......................$ 45.92 31.26
Drywall Stocker/Scrapper
Area 1......................$ 26.33 18.22
Area 2......................$ 23.39 18.22
Area 3......................$ 23.64 18.22
Area 4......................$ 22.97 18.22
---------------------------------------------------------------- CARP0152-001 07/01/2020
Contra Costa County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 52.80 30.82
Journeyman Carpenter........$ 52.65 30.82
Millwright..................$ 52.75 32.41
---------------------------------------------------------------- CARP0152-002 07/01/2020
San Joaquin County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 46.92 30.82
Journeyman Carpenter........$ 46.77 30.82
Millwright..................$ 49.27 32.41
---------------------------------------------------------------- CARP0152-004 07/01/2020
Calaveras, Mariposa, Merced, Stanislaus and Tuolumne Counties Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 45.57 30.82
Journeyman Carpenter........$ 45.42 30.82
Millwright..................$ 47.92 32.41
---------------------------------------------------------------- CARP0217-001 07/01/2023
San Mateo County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 60.39 33.52
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 60.54 33.52
Journeyman Carpenter........$ 60.39 33.52
Millwright..................$ 60.49 35.11
---------------------------------------------------------------- CARP0405-001 07/01/2021
Santa Clara County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0405-002 07/01/2021
San Benito County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0505-001 07/01/2021
Santa Cruz County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0605-001 07/01/2021
Monterey County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0701-001 07/01/2021
Fresno and Madera Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- CARP0713-001 07/01/2021
Alameda County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP1109-001 07/01/2021
Kings County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- ELEC0006-004 11/01/2023

SAN FRANCISCO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 51.68 3%+24.65
Technician..................$ 59.43 3%+24.65
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0006-007 06/01/2024

SAN FRANCISCO COUNTY
Rates Fringes
ELECTRICIAN......................$ 91.25 3%+45.315
---------------------------------------------------------------- ELEC0100-002 06/01/2024

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ELECTRICIAN......................$ 45.00 29.15
---------------------------------------------------------------- ELEC0100-005 12/01/2023

FRESNO, KINGS, MADERA
Rates Fringes
Communications System
Installer...................$ 42.48 27.42
Technician..................$ 48.85 27.42

SCOPE OF WORK
Includes the installation testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following: TV monitoring and surveillance,
background-foreground music, intercom and telephone
interconnect, inventory control systems, microwave
transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms, and low voltage master clock systems.

A. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS
Background foreground music, Intercom and telephone
interconnect systems, Telephone systems Nurse call systems, Radio page systems, School intercom and sound systems,
Burglar alarm systems, Low voltage, master clock systems, Multi-media/multiplex systems, Sound and musical
entertainment systems, RF systems, Antennas and Wave Guide, B. FIRE ALARM SYSTEMS Installation, wire pulling and testing C. TELEVISION AND VIDEO SYSTEMS Television monitoring and surveillance systems Video security systems, Video
entertainment systems, Video educational systems, Microwave transmission systems, CATV and CCTV
D. SECURITY SYSTEMS Perimeter security systems Vibration sensor systems Card access systems Access control systems, Sonar/infrared monitoring equipment
E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE

INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and Data Acquisition) PCM (Pulse Code Modulation) Inventory Control Systems, Digital Data Systems Broadband and
Baseband and Carriers Point of Sale Systems, VSAT Data
Systems Data Communication Systems RF and Remote Control Systems, Fiber Optic Data Systems
WORK EXCLUDED Raceway systems are not covered (excluding Ladder-Rack for the purpose of the above listed systems).

Chases and/or nipples (not to exceed 10 feet) may be
installed on open wiring systems. Energy management
systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the
scope). Fire alarm systems when installed in raceways
(including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two (2) conditions apply:

1. The project involves new or major remodel building trades construction.

2. The conductors for the fire alarm system are installed in conduit.
---------------------------------------------------------------- ELEC0234-001 12/25/2023

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

ELECTRICIAN
Zone A......................$ 65.16 29.55
Zone B......................$ 71.68 29.75
Zone A: All of Santa Cruz, Monterey, and San Benito Counties within 25 air miles of Highway 1 and Dolan Road in Moss Landing, and an area extending 5 miles east and west of Highway 101 South to the San Luis Obispo County Line
Zone B: Any area outside of Zone A
---------------------------------------------------------------- ELEC0234-003 12/01/2021

MONTEREY, SAN BENITO, AND SANTA CRUZ COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 47.93 24.09
Technician..................$ 55.12 24.30
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0302-001 02/27/2023

CONTRA COSTA COUNTY
Rates Fringes
CABLE SPLICER....................$ 68.92 32.67
ELECTRICIAN......................$ 61.26 32.44
---------------------------------------------------------------- ELEC0302-003 12/01/2023

CONTRA COSTA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 48.44 27.60
Technician..................$ 55.71 27.82
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0332-001 06/01/2024

SANTA CLARA COUNTY
Rates Fringes
CABLE SPLICER....................$ 100.25 46.72
ELECTRICIAN......................$ 87.17 46.33
FOOTNOTES: Work under compressed air or where gas masks are required, orwork on ladders, scaffolds, stacks, ""Bosun's chairs,"" or other structures and where the workers are not protected by permanent guard rails at a distance of 40 to 60 ft. from the ground or supporting structures: to be paid one and one-half times the straight-time rate of pay.

Work on structures of 60 ft. or over (as described above):
to be paid twice the straight-time rate of pay.
---------------------------------------------------------------- ELEC0332-003 12/01/2023

SANTA CLARA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 53.18 27.745
Technician..................$ 61.16 27.985
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0595-001 06/01/2024

ALAMEDA COUNTY
Rates Fringes
CABLE SPLICER....................$ 84.18 3%+44.68
ELECTRICIAN......................$ 73.20 3%+44.68
---------------------------------------------------------------- ELEC0595-002 06/01/2024

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
CABLE SPLICER....................$ 59.34 3%+30.48

ELECTRICIAN
(1) Tunnel work.............$ 51.92 3%+30.48
(2) All other work.........$ 49.45 3%+30.48
---------------------------------------------------------------- ELEC0595-006 11/01/2023

ALAMEDA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 51.18 3%+24.15
Technician..................$ 58.86 3%+24.15
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0595-008 11/01/2023

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
Communications System
Installer...................$ 40.88 3%+24.15
Technician..................$ 47.01 3%+24.15
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0617-001 06/01/2024

SAN MATEO COUNTY
Rates Fringes
ELECTRICIAN......................$ 82.00 48.05
---------------------------------------------------------------- ELEC0617-003 12/01/2023

SAN MATEO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 53.18 27.75
Technician..................$ 61.16 27.98
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0684-001 06/01/2024

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
ELECTRICIAN......................$ 47.50 29.36
CABLE SPLICER = 110% of Journeyman Electrician
---------------------------------------------------------------- ELEC0684-004 12/01/2023

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
Communications System
Installer...................$ 42.48 27.42
Technician..................$ 48.85 27.62
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC1245-001 06/01/2024
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 70.16 24.46
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 53.30 22.01
(3) Groundman...............$ 40.76 21.51
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0008-001 01/01/2024
Rates Fringes
ELEVATOR MECHANIC................$ 80.76 37.885+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- ENGI0003-001 06/28/2023
""AREA 1"" WAGE RATES ARE LISTED BELOW
""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1 RATES.

SEE AREA DEFINITIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(AREA 1:)
GROUP 1.....................$ 60.72 31.03
GROUP 2.....................$ 59.19 31.03
GROUP 3.....................$ 57.71 31.03
GROUP 4.....................$ 56.33 31.03
GROUP 5.....................$ 55.06 31.03
GROUP 6.....................$ 53.74 31.03
GROUP 7.....................$ 52.60 31.03
GROUP 8.....................$ 51.46 31.03
GROUP 8-A...................$ 49.25 31.03
OPERATOR: Power Equipment
(Cranes and Attachments -
AREA 1:)
GROUP 1
Cranes.....................$ 52.30 31.15
Oiler......................$ 43.79 31.15
Truck crane oiler..........$ 46.08 31.15
GROUP 2
Cranes.....................$ 50.54 31.15
Oiler......................$ 42.83 31.15
Truck crane oiler..........$ 45.07 31.15
GROUP 3
Cranes.....................$ 48.80 31.15
Hydraulic..................$ 44.44 31.15
Oiler......................$ 42.55 31.15
Truck crane oiler..........$ 44.83 31.15
GROUP 4
Cranes.....................$ 45.76 31.15
OPERATOR: Power Equipment
(Piledriving - AREA 1:)
GROUP 1
Lifting devices............$ 52.64 31.15
Oiler......................$ 43.38 31.15
Truck Crane Oiler..........$ 45.66 31.15
GROUP 2
Lifting devices............$ 50.82 31.15
Oiler......................$ 43.11 31.15
Truck Crane Oiler..........$ 45.41 31.15
GROUP 3
Lifting devices............$ 49.14 31.15
Oiler......................$ 42.89 31.15
Truck Crane Oiler..........$ 45.12 31.15
GROUP 4
Lifting devices............$ 47.37 31.15
GROUP 5
Lifting devices............$ 44.73 31.15
GROUP 6
Lifting devices............$ 42.50 31.15
OPERATOR: Power Equipment
(Steel Erection - AREA 1:)
GROUP 1
Cranes.....................$ 53.27 31.15
Oiler......................$ 43.72 31.15
Truck Crane Oiler..........$ 45.95 31.15
GROUP 2
Cranes.....................$ 51.50 31.15
Oiler......................$ 43.45 31.15
Truck Crane Oiler..........$ 45.73 31.15
GROUP 3
Cranes.....................$ 50.02 31.15
Hydraulic..................$ 45.07 31.15
Oiler......................$ 43.23 31.15
Truck Crane Oiler..........$ 45.46 31.15
GROUP 4
Cranes.....................$ 48.00 31.15
GROUP 5
Cranes.....................$ 46.70 31.15
OPERATOR: Power Equipment
(Tunnel and Underground Work
- AREA 1:)
SHAFTS, STOPES, RAISES:

GROUP 1....................$ 56.82 31.03
GROUP 1-A..................$ 59.29 31.03
GROUP 2....................$ 55.56 31.03
GROUP 3....................$ 54.23 31.03
GROUP 4....................$ 53.09 31.03
GROUP 5....................$ 51.95 31.03
UNDERGROUND:

GROUP 1....................$ 56.72 31.03
GROUP 1-A..................$ 59.19 31.03
GROUP 2....................$ 55.46 31.03
GROUP 3....................$ 54.13 31.03
GROUP 4....................$ 52.99 31.03
GROUP 5....................$ 51.85 31.03
FOOTNOTE: Work suspended by ropes or cables, or work on a Yo-Yo Cat: $.60 per hour additional.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Operator of helicopter (when used in erection work); Hydraulic excavator, 7 cu. yds. and over; Power shovels, over 7 cu. yds.

GROUP 2: Highline cableway; Hydraulic excavator, 3-1/2 cu. yds. up to 7 cu. yds.; Licensed construction work boat
operator, on site; Power blade operator (finish); Power shovels, over 1 cu. yd. up to and including 7 cu. yds.
m.r.c.

GROUP 3: Asphalt milling machine; Cable backhoe; Combination backhoe and loader over 3/4 cu. yds.; Continuous flight tie back machine assistant to engineer or mechanic; Crane
mounted continuous flight tie back machine, tonnage to
apply; Crane mounted drill attachment, tonnage to apply; Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2 cu. yds.; Loader 4 cu. yds. and over; Long reach excavator; Multiple engine scraper (when used as push pull); Power shovels, up to and including 1 cu. yd.; Pre-stress wire wrapping machine; Side boom cat, 572 or larger; Track
loader 4 cu. yds. and over; Wheel excavator (up to and
including 750 cu. yds. per hour)
GROUP 4: Asphalt plant engineer/box person; Chicago boom; Combination backhoe and loader up to and including 3/4 cu. yd.; Concrete batch plant (wet or dry); Dozer and/or push cat; Pull- type elevating loader; Gradesetter, grade
checker (GPS, mechanical or otherwise); Grooving and
grinding machine; Heading shield operator; Heavy-duty
drilling equipment, Hughes, LDH, Watson 3000 or similar; Heavy-duty repairperson and/or welder; Lime spreader;
Loader under 4 cu. yds.; Lubrication and service engineer (mobile and grease rack); Mechanical finishers or spreader machine (asphalt, Barber-Greene and similar); Miller
Formless M-9000 slope paver or similar; Portable crushing and screening plants; Power blade support; Roller operator, asphalt; Rubber-tired scraper, self-loading (paddle-wheels, etc.); Rubber- tired earthmoving equipment (scrapers); Slip form paver (concrete); Small tractor with drag; Soil
stabilizer (P & H or equal); Spider plow and spider puller; Tubex pile rig; Unlicensed constuction work boat operator, on site; Timber skidder; Track loader up to 4 yds.;
Tractor-drawn scraper; Tractor, compressor drill
combination; Welder; Woods-Mixer (and other similar Pugmill equipment)
GROUP 5: Cast-in-place pipe laying machine; Combination slusher and motor operator; Concrete conveyor or concrete pump, truck or equipment mounted; Concrete conveyor,
building site; Concrete pump or pumpcrete gun; Drilling equipment, Watson 2000, Texoma 700 or similar; Drilling and boring machinery, horizontal (not to apply to waterliners, wagon drills or jackhammers); Concrete mixer/all; Person and/or material hoist; Mechanical finishers (concrete)
(Clary, Johnson, Bidwell Bridge Deck or similar types); Mechanical burm, curb and/or curb and gutter machine,
concrete or asphalt); Mine or shaft hoist; Portable
crusher; Power jumbo operator (setting slip-forms, etc., in tunnels); Screed (automatic or manual); Self-propelled
compactor with dozer; Tractor with boom D6 or smaller;
Trenching machine, maximum digging capacity over 5 ft.
depth; Vermeer T-600B rock cutter or similar
GROUP 6: Armor-Coater (or similar); Ballast jack tamper; Boom- type backfilling machine; Assistant plant engineer; Bridge and/or gantry crane; Chemical grouting machine,
truck-mounted; Chip spreading machine operator; Concrete saw (self-propelled unit on streets, highways, airports and canals); Deck engineer; Drilling equipment Texoma 600,
Hughes 200 Series or similar up to and including 30 ft. m.r.c.; Drill doctor; Helicopter radio operator;
Hydro-hammer or similar; Line master; Skidsteer loader, Bobcat larger than 743 series or similar (with
attachments); Locomotive; Lull hi-lift or similar; Oiler, truck mounted equipment; Pavement breaker, truck-mounted, with compressor combination; Paving fabric installation and/or laying machine; Pipe bending machine (pipelines
only); Pipe wrapping machine (tractor propelled and
supported); Screed (except asphaltic concrete paving);
Self- propelled pipeline wrapping machine; Tractor;
Self-loading chipper; Concrete barrier moving machine
GROUP 7: Ballast regulator; Boom truck or dual-purpose
A-frame truck, non-rotating - under 15 tons; Cary lift or similar; Combination slurry mixer and/or cleaner; Drilling equipment, 20 ft. and under m.r.c.; Firetender (hot plant); Grouting machine operator; Highline cableway signalperson; Stationary belt loader (Kolman or similar); Lift slab
machine (Vagtborg and similar types); Maginnes internal full slab vibrator; Material hoist (1 drum); Mechanical trench shield; Pavement breaker with or without compressor combination); Pipe cleaning machine (tractor propelled and supported); Post driver; Roller (except asphalt); Chip
Seal; Self-propelled automatically applied concrete curing mahcine (on streets, highways, airports and canals);
Self-propelled compactor (without dozer); Signalperson; Slip-form pumps (lifting device for concrete forms); Tie spacer; Tower mobile; Trenching machine, maximum digging capacity up to and including 5 ft. depth; Truck- type loader GROUP 8: Bit sharpener; Boiler tender; Box operator;
Brakeperson; Combination mixer and compressor
(shotcrete/gunite); Compressor operator; Deckhand; Fire tender; Forklift (under 20 ft.); Generator;
Gunite/shotcrete equipment operator; Hydraulic monitor; Ken seal machine (or similar); Mixermobile; Oiler; Pump
operator; Refrigeration plant; Reservoir-debris tug (self- propelled floating); Ross Carrier (construction site);
Rotomist operator; Self-propelled tape machine; Shuttlecar; Self-propelled power sweeper operator (includes vacuum
sweeper); Slusher operator; Surface heater; Switchperson; Tar pot firetender; Tugger hoist, single drum; Vacuum
cooling plant; Welding machine (powered other than by
electricity)
GROUP 8-A: Elevator operator; Skidsteer loader-Bobcat 743 series or smaller, and similar (without attachments); Mini excavator under 25 H.P. (backhoe-trencher); Tub grinder wood chipper
----------------------------------------------------------

ALL CRANES AND ATTACHMENTS
GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over 100 tons; Derrick, over 100 tons; Derrick barge
pedestal-mounted, over 100 tons; Self-propelled boom-type lifting device, over 100 tons
GROUP 2: Clamshell and dragline over 1 cu. yd. up to and including 7 cu. yds.; Crane, over 45 tons up to and
including 100 tons; Derrick barge, 100 tons and under;
Self-propelled boom-type lifting device, over 45 tons;
Tower crane
GROUP 3: Clamshell and dragline up to and including 1 cu. yd.; Cranes 45 tons and under; Self-propelled boom-type lifting device 45 tons and under;
GROUP 4: Boom Truck or dual purpose A-frame truck,
non-rotating over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) - under 15 tons;
-----------------------------------------------------------

PILEDRIVERS
GROUP 1: Derrick barge pedestal mounted over 100 tons;
Clamshell over 7 cu. yds.; Self-propelled boom-type lifting device over 100 tons; Truck crane or crawler, land or barge mounted over 100 tons
GROUP 2: Derrick barge pedestal mounted 45 tons to and
including 100 tons; Clamshell up to and including 7 cu. yds.; Self-propelled boom-type lifting device over 45 tons; Truck crane or crawler, land or barge mounted, over 45 tons up to and including 100 tons; Fundex F-12 hydraulic pile rig GROUP 3: Derrick barge pedestal mounted under 45 tons; Self- propelled boom-type lifting device 45 tons and under;
Skid/scow piledriver, any tonnage; Truck crane or crawler, land or barge mounted 45 tons and under
GROUP 4: Assistant operator in lieu of assistant to engineer; Forklift, 10 tons and over; Heavy-duty repairperson/welder GROUP 5: Deck engineer
GROUP 6: Deckhand; Fire tender
-------------------------------------------------------------

STEEL ERECTORS
GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self- propelled boom-type lifting device over 100 tons
GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100 tons; Self-propelled boom-type lifting device over 45 tons to 100 tons; Tower crane
GROUP 3: Crane, 45 tons and under; Self-propelled boom-type lifting device, 45 tons and under
GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy-duty repair person/welder
GROUP 5: Boom cat
-------------------------------------------------------------- --

TUNNEL AND UNDERGROUND WORK
GROUP 1-A: Tunnel bore machine operator, 20' diameter or more

GROUP 1: Heading shield operator; Heavy-duty repairperson; Mucking machine (rubber tired, rail or track type); Raised bore operator (tunnels); Tunnel mole bore operator
GROUP 2: Combination slusher and motor operator; Concrete pump or pumpcrete gun; Power jumbo operator
GROUP 3: Drill doctor; Mine or shaft hoist
GROUP 4: Combination slurry mixer cleaner; Grouting Machine operator; Motorman
GROUP 5: Bit Sharpener; Brakeman; Combination mixer and compressor (gunite); Compressor operator; Oiler; Pump
operator; Slusher operator
----------------------------------------------------------- AREA DESCRIPTIONS:

POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND UNDERGROUND [These areas do not apply to Piledrivers and Steel Erectors]
AREA 1: ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS,

MADERA, MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ,

STANISLAUS, TUOLUMNE
AREA 2 -NOTED BELOW
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern Part
FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MADERA COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MARIPOSA COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MONTEREY COUNTY:

Area 1: Remainder
Area 2: Southwestern part
TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- ENGI0003-008 08/01/2024
Rates Fringes
Dredging: (DREDGING:

CLAMSHELL & DIPPER DREDGING;
HYDRAULIC SUCTION DREDGING:)
AREA 1:
(1) Leverman...............$ 60.61 39.55
(2) Dredge Dozer; Heavy
duty repairman.............$ 55.65 39.55
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 54.53 39.55
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 51.23 39.55
AREA 2:
(1) Leverman...............$ 62.61 39.55
(2) Dredge Dozer; Heavy
duty repairman.............$ 57.65 39.55
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 56.53 39.55
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 53.23 39.55

AREA DESCRIPTIONS
AREA 1: ALAMEDA,BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2: MODOC COUNTY
THE REMAINGING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder
FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Except Eastern part
Area 2: Eastern part

MONTERREY COUNTY
Area 1: Except Southwestern part
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:

Area 1: Al but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Remainder
TEHAMA COUNTY:

Area 1: All but the Western border with Mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeastern border with Shasta County
Area 2: Remainder
TUOLUMNE COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
---------------------------------------------------------------- ENGI0003-019 07/01/2024

SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1.....................$ 52.40 28.52
AREA 2.....................$ 54.40 28.52
GROUP 2
AREA 1.....................$ 48.80 28.52
AREA 2.....................$ 50.80 28.52
GROUP 3
AREA 1.....................$ 44.19 28.52
AREA 2.....................$ 46.19 28.52
GROUP DESCRIPTIONS:

GROUP 1: Landscape Finish Grade Operator: All finish grade work regardless of equipment used, and all equipment with a rating more than 65 HP.

GROUP 2: Landscape Operator up to 65 HP: All equipment with a manufacturer's rating of 65 HP or less except equipment covered by Group 1 or Group 3. The following equipment
shall be included except when used for finish work as long as manufacturer's rating is 65 HP or less: A-Frame and
Winch Truck, Backhoe, Forklift, Hydragraphic Seeder
Machine, Roller, Rubber-Tired and Track Earthmoving
Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up to 65 HP.

GROUP 3: Landscae Utility Operator: Small Rubber-Tired
Tractor, Trencher Under 31 HP.

AREA DESCRIPTIONS:

AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2 - MODOC COUNTY
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
DEL NORTE COUNTY:

Area 1: Extreme Southwestern corner
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder

FRESNO COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:

Area 1: Southern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder

MADERA COUNTY
Area 1: Remainder
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
MENDOCINO COUNTY:

Area 1: Central and Southeastern parts
Area 2: Remainder

MONTEREY COUNTY
Area 1: Remainder
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:

Area 1: All but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Reaminder
TEHAMA COUNTY:

Area 1: All but the Western border with mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeaster border with Shasta County
Area 2: Remainder
TULARE COUNTY;
Area 1: Remainder
Area 2: Eastern part
TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- IRON0377-001 01/01/2024

ALAMEDA, CONTRA COSTA, SAN MATEO, SANTA CLARA COUNTIES
Rates Fringes
Ironworkers:

Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 52.08 34.90
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- IRON0377-003 01/01/2024
SAN FRANCISCO CITY and COUNTY
Rates Fringes
Ironworkers:

Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 52.58 34.90
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- IRON0433-005 01/01/2024

REMAINING COUNTIES
Rates Fringes

IRONWORKER
Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 47.45 34.90
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0067-006 07/01/2024
AREA ""1"" - ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND

SANTA CLARA COUNTIES
AREA ""2"" - CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, STANISLAUS, AND

TUOLUMNE COUNTIES
Rates Fringes

LABORER (ASBESTOS/MOLD/LEAD

LABORER)
Area 1......................$ 37.75 29.69
Area 2......................$ 36.75 29.69
ASBESTOS REMOVAL-SCOPE OF WORK: Site mobilization; initial site clean-up; site preparation; removal of
asbestos-containing materials from walls and ceilings; or from pipes, boilers and mechanical systems only if they are being scrapped; encapsulation, enclosure and disposal of asbestos-containing materials by hand or with equipment or machinery; scaffolding; fabrication of temporary wooden barriers; and assembly of decontamination stations.
---------------------------------------------------------------- LABO0073-002 07/01/2023

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 36.26 27.30
Traffic Control Person I....$ 36.56 27.30
Traffic Control Person II...$ 34.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0073-003 07/01/2023

SAN JOAQUIN COUNTY
Rates Fringes

LABORER
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO0073-005 06/26/2023
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0073-007 06/26/2023

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS)
(1) New Construction........$ 35.25 27.30
(2) Establishment Warranty
Period......................$ 28.94 27.30

LABORER (GUNITE)
GROUP 1.....................$ 36.46 27.30
GROUP 2.....................$ 35.96 27.30
GROUP 3.....................$ 35.37 27.30
GROUP 4.....................$ 35.25 27.30

LABORER (WRECKING)
GROUP 1.....................$ 35.50 27.30
GROUP 2.....................$ 35.35 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0073-009 07/01/2023

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0261-003 07/01/2023

SAN FRANCISCO AND SAN MATEO COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 37.26 27.30
Traffic Control Person I....$ 37.56 27.30
Traffic Control Person II...$ 35.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0261-005 06/26/2023

SAN FRANCISCO AND SAN MATEO COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0261-009 06/26/2023

SAN FRANCISCO, AND SAN MATEO COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 31.37 23.20
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
Laborers: (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0261-011 07/01/2023
SAN FRANCISCO AND SAN MATEO COUNTIES:

Rates Fringes
MASON TENDER, BRICK..............$ 37.05 27.45
FOOTNOTES: Underground work such as sewers, manholes, catch basins, sewer pipes, telephone conduits, tunnels and cut trenches: $5.00 per day additional. Work in live sewage:
$2.50 per day additional.
---------------------------------------------------------------- LABO0261-014 07/01/2023
SAN FRANCISCO AND SAN MATEO COUNTIES:

Rates Fringes
PLASTER TENDER...................$ 41.93 30.32
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0270-003 07/01/2023
AREA A: SANTA CLARA
AREA B: MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person
Area A.....................$ 37.26 27.30
Area B.....................$ 36.26 27.30
Traffic Control Person I
Area A.....................$ 37.56 27.30
Area B.....................$ 36.56 27.30
Traffic Control Person II
Area A.....................$ 35.06 27.30
Area B.....................$ 34.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0270-004 06/26/2023

MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0270-005 07/01/2023

MONTEREY AND SAN BENITO COUNTIES
Rates Fringes

LABORER
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO0270-007 06/26/2023

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS - AREA B)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 36.08 27.30
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS - AREA B)
(1) New Construction........$ 35.25 27.30
(2) Establishment Warranty
Period......................$ 28.94 27.30

LABORER (GUNITE - AREA B)
GROUP 1.....................$ 36.46 27.30
GROUP 2.....................$ 35.96 27.30
GROUP 3.....................$ 35.37 27.30
GROUP 4.....................$ 35.25 27.30

LABORER (WRECKING - AREA B)
GROUP 1.....................$ 35.50 27.30
GROUP 2.....................$ 35.35 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0270-010 06/26/2023

SANTA CLARA COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 37.08 27.30
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0270-011 07/01/2023

MONTEREY, SAN BENITO, SANTA CRUZ, SANTA CLARA COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 40.68 29.68
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0294-001 07/01/2023

FRESNO, KINGS AND MADERA COUNTIES
Rates Fringes
LABORER (Brick)
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO0294-002 07/01/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 36.26 27.30
Traffic Control Person I....$ 36.56 27.30
Traffic Control Person II...$ 34.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0294-005 06/26/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0294-008 06/26/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 36.08 27.30
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA B:)
(1) New Construction........$ 35.25 27.30
(2) Establishment Warranty
Period......................$ 28.94 27.30
LABORER (GUNITE - AREA B:)
GROUP 1.....................$ 36.46 27.30
GROUP 2.....................$ 35.96 27.30
GROUP 3.....................$ 35.37 27.30
GROUP 4.....................$ 35.25 27.30
LABORER (WRECKING - AREA B:)
GROUP 1.....................$ 35.50 27.30
GROUP 2.....................$ 35.35 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0294-010 07/01/2023

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN

JOAQUIN, STANISLAUS & TUOLUMNE
Rates Fringes
Plasterer tender.................$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0294-011 07/01/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0304-002 07/01/2023

ALAMEDA COUNTY
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 37.26 27.30
Traffic Control Person I....$ 37.56 27.30
Traffic Control Person II...$ 35.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0304-003 06/26/2023

ALAMEDA COUNTY
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0304-004 06/26/2023

ALAMEDA COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 37.08 27.30
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0304-005 07/01/2023

ALAMEDA COUNTY
Rates Fringes
Brick Tender.....................$ 37.05 27.45
FOOTNOTES: Work on jobs where heat-protective clothing is required: $2.00 per hour additional. Work at grinders: $.25 per hour additional. Manhole work: $2.00 per day additional. ---------------------------------------------------------------- LABO0304-008 07/01/2023
ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes
Plasterer tender.................$ 41.93 30.32
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0324-002 07/01/2023

CONTRA COSTA COUNTY
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 37.26 27.30
Traffic Control Person I....$ 37.56 27.30
Traffic Control Person II...$ 35.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0324-006 06/26/2023

CONTRA COSTA COUNTY
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0324-012 06/26/2023

CONTRA COSTA COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 37.08 27.30
GROUP 1-g...................$ 36.70 27.30
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 1-g, CONTRA COSTA COUNTY: Pipelayer (including grade checking in connection with pipelaying); Caulker; Bander; Pipewrapper; Conduit layer; Plastic pipe layer; Pressure pipe tester; No joint pipe and stripping of same, including repair of voids; Precast manhole setters, cast in place manhole form setters
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
GROUP 1-g, CONTRA COSTA COUNTY: Pipelayer (including grade checking in connection with pipelaying); Caulker; Bander; Pipewrapper; Conduit layer; Plastic pipe layer; Pressure pipe tester; No joint pipe and stripping of same, including repair of voids; Precast manhole setters, cast in place manhole form setters
---------------------------------------------------------------- LABO0324-014 07/01/2023
CONTRA COSTA COUNTY:

Rates Fringes
Brick Tender.....................$ 37.05 27.45
FOOTNOTES: Work on jobs where heat-protective clothing is required: $2.00 per hour additional. Work at grinders: $.25 per hour additional. Manhole work: $2.00 per day additional. ---------------------------------------------------------------- LABO0324-018 07/01/2023
ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes
Plasterer tender.................$ 41.93 30.32
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO1130-002 07/01/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 36.26 27.30
Traffic Control Person I....$ 36.56 27.30
Traffic Control Person II...$ 34.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO1130-003 06/26/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO1130-005 07/01/2023

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes

LABORER
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO1130-007 06/26/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE , COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 36.08 27.30
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA B:)
(1) New Construction........$ 35.25 27.30
(2) Establishment Warranty
Period......................$ 28.94 27.30
LABORER (GUNITE - AREA B:)
GROUP 1.....................$ 36.46 27.30
GROUP 2.....................$ 35.96 27.30
GROUP 3.....................$ 35.37 27.30
GROUP 4.....................$ 35.25 27.30
LABORER (WRECKING - AREA B:)
GROUP 1.....................$ 35.50 27.30
GROUP 2.....................$ 35.35 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO1130-008 07/01/2023

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN

JOAQUIN, STANISLAUS & TUOLUMNE
Rates Fringes
Plasterer tender.................$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO1130-009 07/01/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0016-001 01/01/2024

ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN MATEO, SANTA

CLARA, AND SANTA CRUZ COUNTIES
Rates Fringes
Painters:........................$ 50.51 27.66
PREMIUMS:

EXOTIC MATERIALS - $1.25 additional per hour.

SPRAY WORK: - $0.50 additional per hour.

INDUSTRIAL PAINTING - $0.25 additional per hour
[Work on industrial buildings used for the manufacture and processing of goods for sale or service; steel construction (bridges), stacks, towers, tanks, and similar structures] HIGH WORK:
over 50 feet - $2.00 per hour additional
100 to 180 feet - $4.00 per hour additional
Over 180 feet - $6.00 per houir additional
---------------------------------------------------------------- PAIN0016-003 01/01/2024
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES
AREA 2: CALAVERAS, MARIPOA, MERCED, MONTEREY, SAN BENITO, SAN

JOAQUIN, SANTA CRUZ, STANISLAUS & TUOLUMNE COUNTIES
Rates Fringes
Drywall Finisher/Taper
AREA 1......................$ 60.41 31.34
AREA 2......................$ 56.28 29.94
---------------------------------------------------------------- PAIN0016-012 01/01/2024

ALAMEDA, CONTRA COSTA, MARIPOSA, MERCED, MONTEREY, SAN BENITO,

SAN FRANCISCO, SAN MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES Rates Fringes
SOFT FLOOR LAYER.................$ 59.00 33.03
---------------------------------------------------------------- PAIN0016-015 01/01/2024

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE

COUNTIES
Rates Fringes

PAINTER
Brush.......................$ 40.85 22.40
FOOTNOTES:

SPRAY/SANDBLAST: $0.50 additional per hour.

EXOTIC MATERIALS: $1.25 additional per hour.

HIGH TIME: Over 50 ft above ground or water level $2.00 additional per hour. 100 to 180 ft above ground or water level $4.00 additional per hour. Over 180 ft above ground or water level $6.00 additional per hour.
---------------------------------------------------------------- PAIN0016-022 01/01/2024

SAN FRANCISCO COUNTY
Rates Fringes
PAINTER..........................$ 54.13 27.66
---------------------------------------------------------------- PAIN0169-001 01/01/2023
FRESNO, KINGS, MADERA, MARIPOSA AND MERCED COUNTIES:

Rates Fringes
GLAZIER..........................$ 44.33 28.88
---------------------------------------------------------------- PAIN0169-005 01/01/2024

ALAMEDA CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN

MATEO, SANTA CLARA & SANTA CRUZ COUNTIES
Rates Fringes
GLAZIER..........................$ 56.22 34.00
---------------------------------------------------------------- PAIN0294-004 07/01/2023

FRESNO, KINGS AND MADERA COUNTIES
Rates Fringes

PAINTER
Brush, Roller...............$ 34.49 21.80
Drywall Finisher/Taper......$ 35.74 21.80
FOOTNOTE:

Spray Painters & Paperhangers recive $1.00 additional per hour. Painters doing Drywall Patching receive $1.25
additional per hour. Lead Abaters & Sandblasters receive $1.50 additional per hour. High Time - over 30 feet (does not include work from a lift) $0.75 per hour additional. ---------------------------------------------------------------- PAIN0294-005 01/01/2023

FRESNO, KINGS & MADERA
Rates Fringes
SOFT FLOOR LAYER.................$ 38.53 23.19
---------------------------------------------------------------- PAIN0767-001 01/01/2024
CALAVERAS, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
GLAZIER..........................$ 43.25 35.62
PAID HOLIDAYS: New Year's Day, Martin Luther King, Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day.

Employee required to wear a body harness shall receive $1.50 per hour above the basic hourly rate at any elevation.
---------------------------------------------------------------- PAIN1176-001 07/01/2022
HIGHWAY IMPR0VEMENT
Rates Fringes
Parking Lot Striping/Highway
Marking:

GROUP 1.....................$ 40.83 17.62
GROUP 2.....................$ 34.71 17.62
GROUP 3.....................$ 35.11 17.62

CLASSIFICATIONS
GROUP 1: Striper: Layout and application of painted traffic stripes and marking; hot thermo plastic; tape, traffic
stripes and markings
GROUP 2: Gamecourt & Playground Installer
GROUP 3: Protective Coating, Pavement Sealing
---------------------------------------------------------------- PAIN1237-003 01/01/2024
CALAVERAS; SAN JOAQUIN COUNTIES; STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
SOFT FLOOR LAYER.................$ 48.54 26.59
---------------------------------------------------------------- PLAS0066-002 07/01/2019
ALAMEDA, CONTRA COSTA, SAN MATEO AND SAN FRANCISCO COUNTIES:

Rates Fringes
PLASTERER........................$ 42.41 30.73
---------------------------------------------------------------- PLAS0300-001 07/01/2018
Rates Fringes

PLASTERER
AREA 188: Fresno...........$ 32.70 31.68
AREA 224: San Benito,
Santa Clara, Santa Cruz.....$ 32.88 31.68
AREA 295: Calaveras & San
Joaquin Couonties...........$ 32.70 31.68
AREA 337: Monterey County..$ 32.88 31.68
AREA 429: Mariposa,
Merced, Stanislaus,
Tuolumne Counties...........$ 32.70 31.68
---------------------------------------------------------------- PLAS0300-005 07/01/2016
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 32.15 23.27
---------------------------------------------------------------- PLUM0038-001 07/01/2023

SAN FRANCISCO COUNTY
Rates Fringes
PLUMBER (Plumber,
Steamfitter, Refrigeration
Fitter)..........................$ 85.50 48.98
---------------------------------------------------------------- PLUM0038-005 07/01/2023

SAN FRANCISCO COUNTY
Rates Fringes
Landscape/Irrigation Fitter
(Underground/Utility Fitter).....$ 72.68 32.91
---------------------------------------------------------------- PLUM0062-001 07/01/2024

MONTEREY AND SANTA CRUZ COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 53.00 41.70
---------------------------------------------------------------- PLUM0159-001 07/01/2024

CONTRA COSTA COUNTY
Rates Fringes
Plumber and steamfitter
(1) Refrigeration...........$ 65.28 48.04
(2) All other work..........$ 66.17 48.04
---------------------------------------------------------------- PLUM0246-001 07/01/2024

FRESNO, KINGS & MADERA COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 50.00 40.69
---------------------------------------------------------------- * PLUM0246-004 01/01/2017

FRESNO, MERCED & SAN JOAQUIN COUNIES
Rates Fringes
PLUMBER (PIPE TRADESMAN).........$ 13.00 ** 10.74
PIPE TRADESMAN SCOPE OF WORK:

Installation of corrugated metal piping for drainage, as well as installation of corrugated metal piping for culverts in connection with storm sewers and drains; Grouting, dry
packing and diapering of joints, holes or chases including paving over joints, in piping; Temporary piping for dirt work for building site preparation; Operating jack hammers, pavement breakers, chipping guns, concrete saws and spades to cut holes, chases and channels for piping systems;
Digging, grading, backfilling and ground preparation for all types of pipe to all points of the jobsite; Ground
preparation including ground leveling, layout and planting of shrubbery, trees and ground cover, including watering, mowing, edging, pruning and fertilizing, the breaking of concrete, digging, backfilling and tamping for the
preparation and completion of all work in connection with lawn sprinkler and landscaping; Loading, unloading and
distributing materials at jobsite; Putting away materials in storage bins in jobsite secure storage area; Demolition of piping and fixtures for remodeling and additions;
Setting up and tearing down work benches, ladders and job shacks; Clean-up and sweeping of jobsite; Pipe wrapping and waterproofing where tar or similar material is applied for protection of buried piping; Flagman
---------------------------------------------------------------- PLUM0342-001 07/01/2023

ALAMEDA & CONTRA COSTA COUNTIES
Rates Fringes

PIPEFITTER
CONTRA COSTA COUNTY.........$ 74.00 47.45

PLUMBER, PIPEFITTER,

STEAMFITTER
ALAMEDA COUNTY..............$ 74.00 47.45
---------------------------------------------------------------- PLUM0355-004 07/01/2024

ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS, MADERA,

MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ, STANISLAUS, AND TUOLUMNE COUNTIES:

Rates Fringes
Underground Utility Worker
/Landscape Fitter...........$ 34.51 18.30
---------------------------------------------------------------- PLUM0393-001 07/01/2021

SAN BENITO AND SANTA CLARA COUNTIES
Rates Fringes
PLUMBER/PIPEFITTER...............$ 68.76 46.63
---------------------------------------------------------------- PLUM0442-001 07/01/2024

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE

COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 54.05 36.99
---------------------------------------------------------------- PLUM0467-001 07/01/2024

SAN MATEO COUNTY
Rates Fringes
Plumber/Pipefitter/Steamfitter...$ 83.75 40.65
---------------------------------------------------------------- ROOF0027-002 01/01/2024

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ROOFER...........................$ 42.51 16.11
FOOTNOTE: Work with pitch, pitch base of pitch impregnated products or any material containing coal tar pitch, on any building old or new, where both asphalt and pitchers are used in the application of a built-up roof or tear off:
$2.00 per hour additional.
---------------------------------------------------------------- ROOF0040-002 08/01/2024
SAN FRANCISCO & SAN MATEO COUNTIES:

Rates Fringes
ROOFER...........................$ 55.30 22.97
---------------------------------------------------------------- ROOF0081-001 08/01/2023
ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes
Roofer...........................$ 52.47 22.31
---------------------------------------------------------------- ROOF0081-004 08/01/2024

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
ROOFER...........................$ 49.65 22.19
---------------------------------------------------------------- ROOF0095-002 08/01/2023
MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES:

Rates Fringes
ROOFER
Bitumastic, Enameler, Coal
Tar, Pitch and Mastic
worker......................$ 57.17 21.51
Journeyman..................$ 53.17 21.51
Kettle person (2 kettles)...$ 55.17 21.51
---------------------------------------------------------------- SFCA0483-001 08/01/2024

ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND SANTA CLARA COUNTIES:

Rates Fringes
SPRINKLER FITTER (FIRE)..........$ 79.13 38.51
---------------------------------------------------------------- SFCA0669-011 01/01/2024

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, MONTEREY,

SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
SPRINKLER FITTER.................$ 44.32 27.83
---------------------------------------------------------------- SHEE0104-001 07/01/2020
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO, SANTA CLARA
AREA 2: MONTEREY & SAN BENITO
AREA 3: SANTA CRUZ
Rates Fringes

SHEET METAL WORKER
AREA 1:

Mechanical Contracts
under $200,000.............$ 55.92 45.29
All Other Work.............$ 64.06 46.83
AREA 2......................$ 52.90 36.44
AREA 3......................$ 55.16 34.18
---------------------------------------------------------------- SHEE0104-003 07/01/2021
CALAVERAS AND SAN JOAQUIN COUNTIES:

Rates Fringes
SHEET METAL WORKER...............$ 44.34 39.22
---------------------------------------------------------------- SHEE0104-005 07/01/2021
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
SHEET METAL WORKER (Excluding
metal deck and siding)...........$ 41.28 45.41
---------------------------------------------------------------- SHEE0104-007 07/01/2021
FRESNO, KINGS, AND MADERA COUNTIES:

Rates Fringes
SHEET METAL WORKER...............$ 44.07 40.79
---------------------------------------------------------------- SHEE0104-015 07/01/2020

ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES:

Rates Fringes
SHEET METAL WORKER (Metal
Decking and Siding only).........$ 44.45 35.55
---------------------------------------------------------------- SHEE0104-018 07/01/2020

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
Sheet metal worker (Metal
decking and siding only).........$ 44.45 35.55
---------------------------------------------------------------- TEAM0094-001 07/01/2024
Rates Fringes
Truck drivers:

GROUP 1.....................$ 41.54 33.25
GROUP 2.....................$ 41.84 33.25
GROUP 3.....................$ 42.14 33.25
GROUP 4.....................$ 42.49 33.25
GROUP 5.....................$ 42.84 33.25
FOOTNOTES:

Articulated dump truck; Bulk cement spreader (with or without auger); Dumpcrete truck; Skid truck (debris box); Dry
pre-batch concrete mix trucks; Dumpster or similar type; Slurry truck: Use dump truck yardage rate.

Heater planer; Asphalt burner; Scarifier burner; Industrial lift truck (mechanical tailgate); Utility and clean-up
truck: Use appropriate rate for the power unit or the
equipment utilized.

TRUCK DRIVER CLASSIFICATIONS
GROUP 1: Dump trucks, under 6 yds.; Single unit flat rack (2- axle unit); Nipper truck (when flat rack truck is used
appropriate flat rack shall apply); Concrete pump truck (when flat rack truck is used appropriate flat rack shall apply); Concrete pump machine; Fork lift and lift jitneys; Fuel and/or grease truck driver or fuel person; Snow buggy; Steam cleaning; Bus or personhaul driver; Escort or pilot car driver; Pickup truck; Teamster oiler/greaser and/or serviceperson; Hook tender (including loading and
unloading); Team driver; Tool room attendant (refineries) GROUP 2: Dump trucks, 6 yds. and under 8 yds.; Transit
mixers, through 10 yds.; Water trucks, under 7,000 gals.; Jetting trucks, under 7,000 gals.; Single-unit flat rack (3-axle unit); Highbed heavy duty transport; Scissor truck; Rubber-tired muck car (not self-loaded); Rubber-tired truck jumbo; Winch truck and ""A"" frame drivers; Combination winch truck with hoist; Road oil truck or bootperson;
Buggymobile; Ross, Hyster and similar straddle carriers; Small rubber-tired tractor
GROUP 3: Dump trucks, 8 yds. and including 24 yds.; Transit mixers, over 10 yds.; Water trucks, 7,000 gals. and over; Jetting trucks, 7,000 gals. and over; Vacuum trucks under 7500 gals. Trucks towing tilt bed or flat bed pull
trailers; Lowbed heavy duty transport; Heavy duty transport tiller person; Self- propelled street sweeper with
self-contained refuse bin; Boom truck - hydro-lift or
Swedish type extension or retracting crane; P.B. or similar type self-loading truck; Tire repairperson; Combination bootperson and road oiler; Dry distribution truck (A
bootperson when employed on such equipment, shall receive the rate specified for the classification of road oil
trucks or bootperson); Ammonia nitrate distributor, driver and mixer; Snow Go and/or plow
GROUP 4: Dump trucks, over 25 yds. and under 65 yds.; Water pulls - DW 10's, 20's, 21's and other similar equipment when pulling Aqua/pak or water tank trailers; Helicopter pilots (when transporting men and materials); Lowbedk Heavy Duty Transport up to including 7 axles; DW10's, 20's, 21's and other similar Cat type, Terra Cobra, LeTourneau Pulls, Tournorocker, Euclid and similar type equipment when
pulling fuel and/or grease tank trailers or other
miscellaneous trailers; Vacuum Trucks 7500 gals and over and truck repairman
GROUP 5: Dump trucks, 65 yds. and over; Holland hauler; Low bed Heavy Duty Transport over 7 axles
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ ** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage
determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

State Adopted Rate Identifiers
Classifications listed under the ""SA"" identifier indicate that the prevailing wage rate set by a state (or local) government was adopted under 29 C.F.R §1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 01/03/2024 reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.
----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION"