Agenda packet — Atwater City Council, October 23, 2023 (part 3 of 3)

CITY COUNCIL

AGENDA REPORT

MEETING
DATE:

October 23, 2023
TO: Mayor and City Council
FROM: Justin Vinson, Public Works Director

PREPARED
BY:

Justin Vinson, Public Works Director
SUBJECT: Approving Plans and Specifications and Authorizing Advertising and Calling for Bids for General Construction Services for Tenant Improvements at 1350 Broadway Avenue (Civic 2 Project) (Public Works Director Vinson)

RECOMMENDED COUNCIL ACTION
Motion to approve the plans and specifications and authorizing advertising and calling for bids for the General Construction Services for Tenant Improvements at 1350 Broadway Avenue (Civic Center 2) Project, Project No. 21-03, Bid Call Number 724-23; or
Motion to approve staff's recommendation as presented.

I. BACKGROUND/ANALYSIS:

The City of Atwater purchased a building at 1350 Broadway Ave with the intention of moving the Finance Department, Planning Department, Building Department, Engineering Department, and Economic Development into the building and providing their services in the downtown district of Atwater. Staff conducted a space analysis to ensure that all departments would be able to fit inside the footprint of the building. It was determined that there would be ample room for all departments to be housed at 1350 Broadway Ave.

Requests for proposals were sent out to (8) eight local architectural firms for costs to provide Tenant Improvements for the future City Hall building. (1) One proposal was received and evaluated by City staff. The proposal was able to meet the requirements that the City requested in order to be certified to produce the Tenant Improvements for the future City Hall and CASp review. The proposal from Centerline Design, LLC of Ceres, California, in the amount of $92,700.00 was deemed responsive and acceptable.

The scope included in the contract was as follows: Field Verify As Built Plans, Tenant Improvement Plans, Survey and Civil Engineering for ADA Stall, Construction Documents ans Administration, Structural Engineering and CASp Review at Construction Completion, and Electrical Engineering.

CITY COUNCIL
Mike Nelson, Mayor
Danny Ambriz Tyler Button
John Cale Brian Raymond

Page 247 of 325 ends

Agenda Report - Page 2

During the design phase of the project, Centerline design met with city staff to meet the needs of their departments and space in the building. Centerline design included these requests in the plans. Some of these requests were that the Finance Department only be accessible to employees in the Finance Department, larger bathrooms, enough service windows to accommodate high volume traffic times, a conference room, and a large enough lobby for the residents. There will also be ADA parking located across the street in the city parking lot with an ADA-accessible route to the future City Hall. The estimate for construction for the Tenant Improvements is $1,000,000-$1,500,000. The bids are due on Nov 30, 2023 and staff intends to report back to the City Council on the December 11, 2023 Council meeting with the results of the bid call and award of a General Construction Agreement with the lowest bidder.

II. FISCAL IMPACTS:

Sufficient funding for the bid call is available in the 2023-24 Fiscal Year Budget ARPA Fund, Civic Center 2, Account No. 1010.1080.V001.

This item has been reviewed by the Finance Department.

III. LEGAL REVIEW:

This item has been reviewed by the City Attorney's Office.

IV. EXISTING POLICY:

This item consists of goals number one (1) and two (2) of the City's Strategic Plan; to ensure the City's continued financial stability and to improve public safety, respectively.

V. ALTERNATIVES:

N/A
VI. INTERDEPARTMENTAL COORDINATION:

This item has been reviewed by all departments.

VII. PUBLIC PARTICIPATION:

The public will have an opportunity to provide comments on this item prior to City Council action.

VIII. ENVIRONMENTAL REVIEW:

This project is Categorically Exempt (CE) pursuant to the California Environmental Quality Control Act (CEQA) guidelines, Section 15301, Class 1(a) interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances.

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Agenda Report - Page 3

IX. STEPS FOLLOWING APPROVAL:

Upon City Council approval, staff will advertise the Notice Inviting Bids in a local newspaper, on the City's website, and with one or more regional Builders Exchange.

Staff anticipates returning to the City Council with a recommendation to award the General Construction Contract for the project.

Submitted by:

Justin Vinson, Public Works Director
Approved by:

Lori Waterman, City Manager
Attachments:

1. Civic Center 2 - Approved Plans - 9.29.23 (signed)

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CALGREEN NON-RESIDENTIAL MANDATORY MEASURES CHECKLIST

CALGREEN BASELINE COMPLIANCE TABLES NON-RESIDENTIAL CALGREEN VERIFICATION GUIDELINES MANDATORY MEASURES CHECKLIST

DOCUMENTATION DECLARATION STATEMENT
T-0.1

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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PARKING
NO

PARKING

NO PARKING
NO

FIFTH STREET PARKING

BROADWAY AVE

EXISTING BUILDING
1390 BROADWAY AVE.

ATWATER CIVIC
CENTER 2
1350 BROADWAY AVE.

EXISTING BUILDING

EXISTING BUILDING
1329 BROADWAY AVE.

EXISTING BUILDING
1300 BROADWAY AVE

EXISTING BUILDING
1395 ATWATER BLVD.

FIFTH STREET

FOURTH STREET
REFERENCE EXISTING SITE PLAN A-0.0

KEYED NOTES

VICINITY MAP
N

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

Reviewed for Code Compliance
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NO PARKING NO PARKING

NO PARKING NO PARKING
ENLARGED PROPOSED SITE PLAN AND DETAILS A-0.1

KEYED NOTES
1 Scale: 1/4" = 1'-0" Enlarged Proposed Site Plan
Accessible Stall Signage
VAN

ACCESSIBLE

MINIMUM
FINE $250

PARKING
ONLY
Scale: 1/2" = 1'-0"
Truncated Domes

CHANGE IN ELEVATION

SECTION A-A TYPICAL
Scale: 6" = 1'-0" 4 3

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

Accessibility Symbol

INTERNATIONAL SYMBOL OF ACCESSIBILITY
Scale: 3/4" = 1'-0"
7 6
5 Concrete Flatwork at Concrete Paving Transition N.T.S. 2 Scale: 1/4" = 1'-0" Enlarged Proposed Grading Plan
6" To 16" Retaining Curb
N.T.S.

Tow-Away Signage
Scale: 1/2" = 1'-0"

UNAUTHORIZED VEHICLES

PARKED IN DESIGNATED

ACCESSIBLE SPACES NOT

DISPLAYING DISTINGUISHING

PLACARDS OR SPECIAL LICENSE

PLATES ISSUED FOR PERSONS

WITH DISABILITIES WILL BE

TOWED AWAY AT THE OWNER'S
EXPENSE. TOWED VEHICLES

MAY BE RECLAIMED AT ATWATER
POLICE DEPARTMENT, 750
BELLEVUE RD., OR BY
TELEPHONING AT 209-357-6384.
8 44
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DISPLAY AREA

FITTING SALES

BREAKROOM ART

DARKROOM

HEAT PRESS ROOM

UNISEX RR

ELECTRICAL ROOM

BOOKKEEPING

WORK AREA

WAREHOUSE SAMPLE ROOM
OFFICE

UNISEX RR

FITTING
D-1.0
N

DEMOLITION FLOOR PLAN

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

KEYED NOTES WALL LEGEND GENERAL NOTES
Reviewed for Code Compliance
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09/28/2023

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DISPLAY AREA

FITTING SALES

BREAKROOM
ART

DARKROOM

HEAT PRESS ROOM

UNISEX RR

ELECTRICAL ROOM

BOOKKEEPING

WORK AREA

WAREHOUSE SAMPLE ROOM
OFFICE

UNISEX RR

FITTING
D-2.0
N

DEMOLITION CEILING PLAN

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

KEYED NOTES REFLECTED CEILING LEGEND GENERAL NOTES
Reviewed for Code Compliance
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WAITING AREA
#101

WORK AREA
#104
TELLER
#102
OFFICE
#106
OFFICE
#105

STORAGE
#107

OPEN OFFICE
#103

MEN'S RR
#109

WOMEN'S RR
#108

ELECTRICAL ROOM
#110

CONFERENCE
#118

BREAK ROOM
#112

STORAGE
#114

WORK ROOM
#115
OFFICE
#116

OPEN OFFICE
#119
OFFICE
#117

HALLWAY
#111

UTILITY
#113
TELLER
#120
A-1.0

PLUMBING CALCULATION
ACCESSORY AREAS:

BUSINESS:

WALL LEGEND

PROPOSED FLOOR PLAN

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR: KEYED NOTES GENERAL NOTES Reviewed for Code Compliance
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EGRESS WIDTH CALCULATION A-1.1
OCCUPANT LOAD CALC. TOTAL

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

EGRESS WIDTH CALC. TOTAL
OCCUPANT LOAD CALCULATION 2
EGRESS WIDTH CALCULATION 2
OCCUPANT LOAD CALCULATION 1
EGRESS WIDTH CALCULATION 1
OCCUPANT LOAD CALCULATION 3
EGRESS WIDTH CALCULATION 3
Reviewed for Code Compliance
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#101
#104
#102
#105
#109
#108
#110
#118
#112
#114 #115 #116
#111
#113
#120
#107 #106
#103
#119#117
A-2.0
N

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

KEYED NOTES REFLECTED CEILING LEGEND GENERAL NOTES

PROPOSED REFLECTED CEILING PLAN
Reviewed for Code Compliance
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09/28/2023

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MEN'S RR
#109

WOMEN'S RR
#108

ELEVATION ELEVATION ELEVATION ELEVATIONELEVATION ELEVATION ELEVATION ELEVATION Accessible Multiple Accommodation Toilet

SIDE WALL ELEVATION REAR WALL ELEVATION
Scale: 1/4" = 1'-0"
ENLARGED PROPOSED RESTROOM PLANS, INTERIOR ELEVATIONS, AND DETAILS A-3.0 Backing at Grab Bar
Scale: 3" = 1'-0"
Accessibility Braille Signage

WALL MOUNTED SIGNAGE (TYPICAL) DOOR MOUNTED SIGNAGE (TYPICAL) Scale: 3/8" = 1'-0"

GENDER NEUTRAL RESTROOM

WALL MOUNTED SIGNAGE

GENDER NEUTRAL RESTROOM

DOOR MOUNTED SIGNAGE
4 7 6 3

PROPOSED INTERIOR ELEVATIONS
Accessibility Mounting Heights
Scale: 1/4" = 1'-0" 5
Accessible Single Accommodation Toilet

SIDE WALL ELEVATION REAR WALL ELEVATION
Scale: 1/4" = 1'-0" 2 Accessible Lavatories
CLEAR
FLOOR
SPACE

PLAN VIEW

SIDE ELEVATION
Scale: 1/2" = 1'-0"

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

Scale: 1/4" = 1'-0"
Enlarged Existing Restroom Plan 1

KEYED NOTES
Reviewed for Code Compliance
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ELEVATION

ELEVATION ELEVATIONELEVATION ELEVATIONELEVATION ELEVATION ELEVATIONELEVATION ELEVATION ELEVATION PROPOSED INTERIOR ELEVATIONS A-3.1

KEYED NOTES

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

PROPOSED INTERIOR ELEVATIONS
Millwork Materials
N.T.S.

Accessible Sink

SECTION VIEW

PLAN VIEW
Scale: 1" = 1'-0"
Base Cabinet at Wall
Scale: 1" = 1'-0"
Upper Cabinet at Wall
Scale: 1" = 1'-0" 1
3 4
2 Storage Cabinet
Scale: 1" = 1'-0" 5
Accessible Transaction Countertop
Scale: 1" = 1'-0"
Reception Transaction Countertop
Scale: 1" = 1'-0" 6
7 Reviewed for Code Compliance
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09/28/2023

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A-4.0
N

ROOF PLAN

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

KEYED NOTES
Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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T
PROPOSED DOOR SCHEDULE AND DETAILS A-5.0
GROUP QTY. PART NAME, NUMBER, AND ADDITIONAL SPECIFICATIONS FINISH MANUFACTURER

HARDWARE SCHEDULE

DOOR TYPE LEGEND

ABBREVIATIONS
DT-1
1 DT-2
3 2
Door Head (Jamb Sim.)
Scale: 3" = 1'-0"
4 P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

DOOR AND WINDOW NOTES

DOOR REMARKS

DOOR FRAME DOOR DETAIL
REMARK

HARDWARE

DOOR SCHEDULE
Door Head (Jamb Sim.)
Scale: 3" = 1'-0"
Door Threshold
Scale: 3" = 1'-0"
DT-3 DT-4
5 Glazing Head (Jamb and Sill Sim.) Scale: 3" = 1'-0"
Glazing Sill at Finished Floor
Scale: 3" = 1'-0" 6
7 Glazing Mullion Scale: 3" = 1'-0"
Door Threshold
Scale: 3" = 1'-0"
Reviewed for Code Compliance
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09/28/2023

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INTERIOR WALL FRAMING DETAILS A-6.0

NON-BEARING HEADER SCHEDULE

NON-BEARING JAMB SCHEDULE
MEMBER DEPTH: FLANGE WIDTH:
600 S 162 - 54
STYLE: MATERIAL THICKNESS:

Interior Cold Formed Metal Framing GeneralNotes N.T.S.

EXAMPLE:

Wall Framing Intersection
Scale: 1 1/2" = 1'-0"

TYPICAL ELEVATION

REFER TO PLANS FOR ACTUAL CONFIGURATION

DETAIL NUMBER REFERS TO DETAILS SHOWN ON THIS SHEET
Non-Bearing Metal Stud Wall Framing
N.T.S.

Non-Bearing Track Splice
Scale: 1" = 1'-0"
Non-Bearing Partition Bottom Track Anchor
Scale: 1" = 1'-0"
Wall Framing at Intersection Track Lap
Scale: 1" = 1'-0"
FOR OPENINGS 3'-4" OR LESS
Non-Bearing Door Head-Jamb
Scale: 1" = 1'-0"
FOR OPENINGS 3'-4" OR LESS
Non-Bearing Door Reverse Jamb-Bottom
Scale: 1" = 1'-0"
FOR OPENINGS GREATER THAN 3'-4" AND LESS THAN 10'-0"
Non-Bearing Box Beam Header
Scale: 1" = 1'-0"
FOR OPENINGS 3'-4" OR LESS
Non-Bearing Sill
Scale: 1" = 1'-0"
FOR OPENINGS BETWEEN 3'-4" AND 10'-0"
Non-Bearing Sill (Larger Opening)
Scale: 1" = 1'-0"
Metal Stud Lateral Bracing
Scale: 1" = 1'-0"
Wall Framing Corner
Scale: 1 1/2" = 1'-0"
Wall Framing at Corner Track Lap
Scale: 1" = 1'-0"
Non-Bearing Top Plate Bracing to Joists
Scale: 1 1/2" = 1'-0"
Partition Head
Scale: 3" = 1'-0"
6 1
5 4
3 7 2
89 10
11 1213
14 15
16 P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR: Wall Furring Attachment to Concrete or Concrete Block Wall Scale: 3" = 1'-0" 17 Reviewed for Code Compliance
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Suspended Ceiling Perimeter Support

ATTACHED PERIMETER SUSPENSION SYSTEM UNATTACHED PERIMETER SUSPENSION SYSTEM SOLUTION #1 SOLUTION #2
Scale: 1 1/2" = 1'-0"
Suspended Ceiling General Notes
N.T.S.

Suspended Ceiling Framing Support

TYPICAL PARTIAL SUSPENDED CEILING FRAMING SYSTEM PLAN
Scale: 1/8" = 1'-0"
Suspended Acoustical Tile Bracing
Scale: 1 1/2" = 1'-0"
CEILING DETAILS A-6.1
6 1
5 7
8 9
10 11
2 3
4 Typical Suspended Ceiling Compression Strut at Rated Roof/Ceiling Scale: 3" = 1'-0"
Suspended Light Fixture (Air Terminal Sim.)
Scale: 1 1/2" = 1'-0"
Soffit Framing Support
Scale: 3" = 1'-0"
Header
Scale: 3" = 1'-0"
Soffit Framing
Scale: 3" = 1'-0"
Gypsum Wallboard Ceiling Using Light Gauge Metal Stud Framing Scale: 1" = 1'-0"
Metal Ceiling Joist Span Requirements

ALLOWABLE SPAN IN FEET

SPACING
AND

BRACING
N.T.S.

P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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MISCELLANEOUS DETAILS A-6.2
Fire Extinguisher Cabinet
Scale: 1" = 1'-0"
Surface Mounted No Smoking Signage
Scale: 3" = 1'-0"

NO SMOKING
WITHIN 25 FEET OF ALL BUILDING ENTRIES/EXITS,
OUTDOOR AIR INTAKES, AND OPERABLE WINDOWS.

PUSH SIDE
Level Maneuvering Clearances at Doors

PULL SIDE

LATCH APPROACH

PULL SIDE

PUSH SIDE

PULL SIDE

HINGE APPROACH

PUSH SIDE

FRONT APPROACH
Scale: 1/4" = 1'-0"
Typical Accessible Braille Signage
Scale: 6" = 1'-0"
Concrete Infill with Dowel
Scale: 1" = 1'-0" 1
2 3
6 4
5 P R O J E C T
PROPOSED TENANT IMPROVEMENT FOR:

Accessible Side Approach at Countertop
Scale: 1" = 1'-0"

PLAN VIEW

SECTION VIEW
Accessible Side Approach at Break Room
Scale: 1" = 1'-0"

PLAN VIEW

SECTION VIEW
Countertop 7
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09/28/2023

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ID0
Cad File:

Drawn By:

Date:

Sheet:

Scale:

Revisions: Project Title:
1 2
3 4
5 6

FACILITY

DESIGNS
7511 N. PALM BLUFFS AVE.

SUITE 101
FRESNO, CA 93711
P: 559.432.3200
F: 559.432.4227
www.facilitydesigns.com
**DISCLAIMER""
This drawing including the specifications, concepts,
designs and arrangements represented remain the
property for which it has been prepared. Without prior
written consent by Facility Designs, Inc. it shall not be copied, disclosed to third parties, used to perform or
complete this project by others or used in connection
with any work or project other than the specific project for which it has been prepared.

INTERIOR DESIGN CERTIFICATION

CERTIFIED INTERIOR DESIGNER SUZANNE BRYNES

CALFIRONIA COUNCIL FOR
CCIDC

CALIFORNIA COUNCIL FOR
ATWATER CIVIC CENTER 2 FINISH PLANS.dwg ATWATER CIVIC CENTER 2 1350 BROADWAY AVE. ATWATER, CA 95301 6/26/23
NTS
HL
ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CA 95301

SYMBOLS
ATWATER CIVIC CENTER 2

INTERIOR DESIGN DRAWINGS
1 RB
PT
1 FLOOR FINISH
TAG

BASE FINISH
TAG

WALL FINISH
TAG

KEYNOTE

REFERENCE

CORNER GUARD
1 id6 ELEVATION

REFERENCE

FLOOR PATTERN

DIRECTION
FINISH TAG PT1
22 AD-1.1 DETAIL SECTION

REFERENCE

MULTI-ELEVATION

REFERENCE

DETAIL (NUMBER)

SHEET NUMBER

KEYED NOTE NUMBER

SHEET NUMBER

DIRECTION OF VIEW

ELEVATION (NUMBER)

DIRECTION OF VIEW

ELEVATION (NUMBER)

SHEET NUMBER

FINISH CODE

FINISH CODE
a. THESE CONSTRUCTION DRAWINGS HAVE BEEN ASSEMBLED FOR: ATWATER CIVIC CENTER (OWNER); BY FACILITY DESIGNS, INC. (INTERIOR DESIGNER) b. INTERIOR DESIGNER IS NOT LIABLE FOR ANY CHANGES MADE TO THIS DOCUMENT AFTER ISSUE. c. INTERIOR DESIGNER IS NOT LIABLE FOR ANY CHANGES FROM PROVIDED PLANS TO FIELD CONDITIONS. d. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING OF WORK.

SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT, OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWING AND FIELD CONDITIONS, THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATION. e. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY, SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS THE CONTRACTORS RESPONSIBILITY.
f. IT IS EXPRESSLY UNDERSTOOD AND AGREED THAT THE DESIGNER ASSUMES NO RESPONSIBILITY WHATSOEVER IN RESPECT TO THE SUFFICIENCY OR ACCURACY OF THE DWG.'S OR THE INTERPRETATION THEREOF. THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED THAT THE

CONDITIONS AND LOCATIONS INDICATED ARE REPRESENTATIVE OF THE EXISTING THROUGHOUT THE EXISTING SPACE OR THAT UNFORESEEN DEVELOPMENTS MAY NOT OCCUR.
g. INTERIOR DESIGNER WILL PROVIDE DIGITAL FILES FOR MACHINE CUTTING OF INLAYS OR TEMPLATES UPON REQUEST. h. CONFIRM NEW AND EXISTING CONDITIONS WITH THE CONTRACT DOCUMENTS, NOTIFY DESIGNER IMMEDIATELY IN WRITING OF ALL DISCREPANCIES OR CONFLICTS. DO NOT PROCEED WITH WORK IN THAT AREA UNTIL DIRECTION IS GIVEN BY DESIGNER. IF CONTRACTOR PROCEEDS WITHOUT DIRECTION FROM DESIGNER, IT SHALL BE AT CONTRACTOR'S RISK, AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CORRECTIVE ACTION. i. DO NOT SCALE THE INTERIOR DESIGN DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED GRAPHICS. NOTIFY DESIGNER IMMEDIATELY IN WRITING OF ALL ADDITIONAL REQUIRED DIMENSIONS OR CONFLICTS WITH DIMENSIONS. DO NOT PROCEED WITH WORK IN THAT AREA UNTIL DIRECTION IS GIVEN BY DESIGNER. IF CONTRACTOR PROCEEDS WITHOUT DIRECTION FROM DESIGNER, IT SHALL BE AT CONTRACTOR'S RISK, AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CORRECTIVE ACTION.
j. WHERE WORK OR EQUIPMENT IS INDICATED 'N.I.C' (NOT IN CONTRACT) ON THE DRAWINGS, SUCH WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OTHERS.

CONTRACTOR SHALL COORDINATE INSTALLATION U.N.O. (UNLESS OTHERWISE NOTED). k. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT REVIEW OF DESIGNER UNLESS NOTED (+/-_ OR "V.I.F. (VERIFY IN FIELD). l. ALL HEIGHTS ARE DIMENSIONED" A.F.F. (ABOVE FINISHED FLOOR). m. "TYPICAL" MEANS COMPARABLE CHARACTERISTICS FOR THE PLAN, ELEVATION, OR DETAIL NOTED. WHEN A DETAIL OR NOTE IS IDENTIFIED AS "TYP.", CONTRACTOR SHALL APPLY THIS DETAIL OR NOTE TO EVERY LIKE CONDITION, WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. n. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION OR DETAIL NOTED. o. ABBREVIATIONS THROUGHOUT THE DOCUMENTS ARE IN COMMON USE. CONSULT THE DESIGNER TO DEFINE THE INTENT OF ANY QUESTION. U.N.O. MEANS UNLESS OTHERWISE NOTED.
p. PROVIDE THE PROPER SEQUENCE OF CONSTRUCTION, INCLUDING FINISH SUBMITTALS AND SHOP DRAWINGS FOR REVIEW BY THE DESIGNER. q. ALL FINISH MATERIALS INSTALLED PER MFG. INSTRUCTIONS. r. FINISH CODES REFERENCE INTERIOR DESIGN MASTER PLAN (IDMP) AD MY NOT BE SEQUENTIAL IN THE DRAWING SET.

SHEET INDEX

CLIENT SIGN OFF

PLEASE FAX OR MAIL
SIGNED DRAWINGS TO:

FACILITY DESIGNS, INC.
7511 NORTH PALM BLUFFS AVE., SUITE 101
FRESNO, CA 93711
PH: 559-432-3200
FAX: 559-432-4227

INTERIOR DESIGN DRAWINGS
COVER SHEET/GENERAL NOTES ID0
FINISH SCHEDULE ID1
PROJECT NOTES ID2
FLOOR FINISH PLAN ID3
WALL FINISH PLAN ID4
REFLECTED CEILING PLAN ID5
INTERIOR ELEVATIONS ID6

THE UNDERSIGNED AGREES TO PROCEED WITH

PRODUCTION OF THE ATTACHED DISPLAYS AND

APPROVES ALL DIMENSIONS, CONSTRUCTION DETAILS,
ATTACHMENT METHODS, ETC. AS SHOWN. WE STRONGLY

SUGGEST REVIEWING THESE DOCUMENTS WITH A
FACILITIES MANAGER PRIOR TO SIGNATURE. INITIAL AND
DATE EACH SUBSEQUENT PAGE AS APPROVAL. FACILITY
DESIGNS, INC. RESERVES THE RIGHT TO MAKE MINOR

MODIFICATIONS DURING PRODUCTION THAT DO NOT

AFFECT THE STRUCTURAL INTEGRITY, QUALITY OR
FINISHED APPEARANCE.

SIGNATURE____________________________________________
DATE: _________________________________________________ CONTRACTOR: TBD

GENERAL NOTES
INTERIOR DESIGN: FACILITY DESIGNS
7511 N. PALM BLUFFS AVE., SUITE 101
FRESNO, CA 93711
559 432-3200
OWNER: ATWATER CIVIC CENTER
1350 BROADWAY AVE.

ATWATER, CA 95301
ARCHITECT: CENTERLINE DESIGN
1508 TOLLHOUSE ROAD, SUITE C
CLOVIS, CA 93611
559 298-3060
CORNER GUARD CG-1
1 1
CPT
ID6
2 A
C
D B
S:\AutoCad Drawings\FOLDER - A\ATWATER CIVIC CENTER 2\ATWATER CIVIC CENTER 2 FINISH PLANS.dwg, 8/15/2023 10:25:22 AM, _AutoCAD PDF (General Documentation).pc3 Reviewed for Code Compliance CSG CONSULTANTS, INC. 09/28/2023 Page 266 of 325 KOROSEAL WALL PROTECTION SYSTEM, #G815, COLOR: PURITY (5E), SIZE: 1-1/2" x 1-1/2" EXTRUDED CORNER, HEIGHT: 48" - SEE MANUFACTURER'S INSTALLATION GUIDE FOR ADHESIVE REQUIREMENTS JORDAN TAYLOR (OR EQUAL) STYLE: THE ROLLER SHADE SHOP COLLECTION - ECONOSCREEN, 3% OPENING, COLOR: WHITE ARMSTRONG COMMERCIAL STYLE: CORTEGA SECOND LOOK ii #2767, COLOR: WHITE, SIZE: 24" x 48" x 3/4", 15/16"ANGLED TEGULAR GRID CPT-1 CARPET TILE
CT-1
CT-2

CERAMIC TILE

CERAMIC TILE
CTT-1 CERAMIC TILE TRIM
CTA-2 CERAMIC TILE ACCENT
GRT-1 GROUT
VCT-1 VINYL COMPOSITION TILE
ACB-1 ALUMINUM COVE BASE
RB-1
RB-2

RUBBER BASE

CODE TYPE MANUFACTURER DESCRIPTION

FINISH SCHEDULE
PL-1 PLASTIC LAMINATE
PL-2 PLASTIC LAMINATE
PT-1 PAINT
PT-2
PT-3
PAINT
PAINT
CG-1 CORNER GUARD
WC-1 WINDOW COVERING
ACT-1 ACOUSTICAL CEILING TILE
GRT-2 GROUT
SS-1 SOLID SURFACE
VW-1 VINYL WOOD FLOORING
AT-1 ALUMINUM TRIM
CUSTOM BUILDING PRODUCTS STYLE: PRISM, COLOR: #542 GRAYSTONE CUSTOM BUILDING PRODUCTS STYLE: PRISM, COLOR: #545 BLEACHED WOOD SCHLUTER SYSTEMS STYLE: SCHIENE EDGE TRIM, #AE80, FINISH: SATIN ANODIZED ALUMINUM, THICKNESS: 5 16" - USE IN RESTROOMS BETWEEN MIRROR & ACCENT TILE AND DOOR JAMB & WALL TILE STYLE: DILEX-AHK COVE BASE, #AHK1S80AE, FINISH: SATIN ANODIZED ALUMINUM, THICKNESS: 5 16 SCHLUTER SYSTEMS "
GRT-3 GROUT CUSTOM BUILDING PRODUCTS STYLE: PRISM, COLOR: #540 TRUFFLE CG-2 CORNER GUARD
FRP-1 FIBERGLASS REINFORCED PANEL STYLE: LP-F9, COLOR: WHITE, TEXTURE: PEBBLED (UTILITY ONLY) SS-2 SOLID SURFACE
BP-1 BATH PARTITION
SHAW CONTRACT STYLE: ARRANGE TILE #5T294, COLOR: MIRROR GREY #94535, SIZE: 24"x24", INSTALLATION METHOD: BRICK - SEE FLOOR FINISH PLAN FOR DIRECTION DALTILE STYLE: WANDERWISE PORCELAIN, COLOR: RAOM #WW03, SIZE: 6"x24", THICKNESS: 5 16", GROUT JOINT: 18", USE GROUT GRT-1, INSTALLATION METHOD: 13 STAGGER - SEE FLOOR FINISH PLAN FOR

DIRECTION (RESTROOM FLOORS)
DALTILE STYLE: SCRIPTER PORCELAIN, COLOR: ORACLE #AR60, SIZE: 12"x24", THICKNESS: 5 16", GROUT JOINT: 18", USE GROUT GRT-2, INSTALLATION METHOD: SEE WALL FINISH PLAN & ELEVATIONS (RESTROOM WALLS & DRINKING FOUNTAIN BACK WALL ONLY)
DALTILE STYLE: SCRIPTER BULLNOSE #P43F9, COLOR: ORACLE #1R60, SIZE: 3"x24", USE GROUT GRT-2 (RESTROOM WALL TRIM) CTA-1 CERAMIC TILE ACCENT DALTILE STYLE: CASCADING WATERS GLASS MOSAIC, COLOR: CERULEAN SWELL #CW45, SIZE: RANDOM STRAIGHT STACKED MOSAIC (12"x11 3 16" MESH MOUNTED SHEET), THICKNESS: 516", USE GROUT
GRT-2, INSTALLATION METHOD: SEE ELEVATIONS (RESTROOM ACCENT) DALTILE STYLE: MESMERIST GLAZED CERAMIC, COLOR: CHARM #MM32, SIZE: 3"x12", THICKNESS: 5 16", GROUT JOINT: 18", USE GROUT GRT-3, INSTALLATION METHOD: 50% HORIZONTAL STAGGER (BREAKROOM) ARMSTRONG FLOORING STYLE: IMPERIAL TEXTURE, COLOR: FIELD GRAY #51927, SIZE: 12"x12", THICKNESS: 1 8" (ELECTRICAL ROOM & UTILITY ONLY)
J&J FLOORING STYLE: POWER PLAY #V520, COLOR: INFORMATION #I033, SIZE: 9"x48", INSTALLATION METHOD: 1 3 STAGGER WOOD PLANK LOOK - SEE FLOOR FINISH PLAN FOR DIRECTION LVT-1 LUXURY VINYL TILE SHAW CONTRACT STYLE: COMPOUND #4077V, COLOR: CHISEL #77520, SIZE: 24"x24", INSTALLATION METHOD: 50% STAGGER - SEE FLOOR FINISH PLAN FOR DIRECTION (BREAKROOM ONLY) TARKETT/JOHNSONITE STYLE: TRADITIONAL WALL BASE, COLOR: MINK WG #TC6, SIZE: 4" COVED TARKETT/JOHNSONITE STYLE: TRADITIONAL WALL BASE, COLOR: MINK WG #TC6, SIZE: 6" COVED (UTILITY ONLY) BEDROSIANS STYLE: NAPOLI ENGINEERED QUARTZ, #ENQNAPOLIS-LABZP, SLAB SIZE: 127"x64"x2cm, FINISH: POLISHED, EDGE DETAIL TO BE 1 1 2" EASED EDGE
LG HAUSYS STYLE: VIATERA, COLOR: GRAPHITE GRAY, EDGE DETAIL TO BE 1 1 2" EASED EDGE
FORMICA STYLE: INKED OAK PURE GRAIN #5792-PG (INTERIOR DOORS & CABINET FRONTS) WILSONART STYLE: CRISP LINEN #4942-38, FINE VELVET FINISH (COUNTERTOPS - SEE ELEVATIONS FOR LOCATIONS) SHERWIN WILLIAMS COLOR: CEILING BRIGHT WHITE #SW7007 (FIELD) SHERWIN WILLIAMS COLOR: DORIAN GRAY #SW7017 (TAUPE)
SHERWIN WILLIAMS COLOR: GRANITE PEAK #SW6250 (BLUE)
NUDO
ANY MANUFACTURER LAMINATE FINISH TO BE WILSONART, CRISP LINEN #4942-38 INPRO TAPE-ON CORNER GUARD, COLOR: STORM CLOUD (0372), SIZE: 1-1/2" x 1-1/2" EXTRUDED 90° CORNER, HEIGHT: 48" - SEE MANUFACTURER'S INSTALLATION GUIDE FOR ADHESIVE REQUIREMENTS ID1
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3 4
5 6

FACILITY

DESIGNS
7511 N. PALM BLUFFS AVE.

INTERIOR DESIGN CERTIFICATION

CERTIFIED INTERIOR DESIGNER SUZANNE BRYNES

CALFIRONIA COUNCIL FOR
CCIDC

CALIFORNIA COUNCIL FOR
ATWATER CIVIC CENTER 2 FINISH PLANS.dwg ATWATER CIVIC CENTER 2 1350 BROADWAY AVE. ATWATER, CA 95301 6/26/23
NTS
HL
ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CA 95301

FINISH SCHEDULE
S:\AutoCad Drawings\FOLDER - A\ATWATER CIVIC CENTER 2\ATWATER CIVIC CENTER 2 FINISH PLANS.dwg, 8/15/2023 10:25:32 AM, _AutoCAD PDF (General Documentation).pc3 Reviewed for Code Compliance CSG CONSULTANTS, INC. 09/28/2023 Page 267 of 325

FLOORING

1. USE RENO-U AEU-80, SATIN ANODIZED ALUMINUM FINISH BETWEEN CERAMIC TILE & VINYL TILE/VCT. RUBBER REDUCER NOT ACCEPTABLE.

2. FLOORING SUBCONTRACTOR TO FLOAT VINYL WOOD TO MEET THICKNESS OF CERAMIC TILE.

3. FLOORING SUBCONTRACTOR TO BUTT CARPET TO VINYL TILE. RUBBER REDUCER NOT ACCEPTABLE.

4. MILLWORK REVEAL RUBBER BASE TO BE MITERED IN OUTSIDE AND INSIDE CORNERS.

5. FLOORING SUBCONTRACTOR TO FOLLOW VINYL TILE MANUFACTURERS RECOMMENDATION FOR MOISTURE BARRIER ON CONCRETE SLAB.

WALLS/CEILING

6. WALL TEXTURE TO BE LEVEL 4 FINISH.

7. PAINT FINISH TO BE EGGSHELL ENAMEL THROUGHOUT. RESTROOMS & BREAKROOM TO BE SEMI-GLOSS ENAMEL.

8. PAINTER TO MEET WITH FACILITY DESIGNS PRIOR TO PAINTING TO CONFIRM PAINT LOCATIONS.

9. PAINTER TO PAINT ALL RECESSED CAN TRIMS AND VENTS IN SOFFITS TO MATCH SOFFIT COLOR. TRIMS IN SILVER/ALUMINUM FINISH DO NOT NEED PAINTING.

10. SEE RESTROOM ELEVATIONS FOR TILE AND PAINT DETAILS. WAINSCOT IN RESTROOMS APPROXIMATELY 63"H WITH PT-2 ABOVE.

10.1. TILE INSTALLER TO USE AT-2 BETWEEN WALL TILE AND DOOR JAMB TO ACCOMMODATE TILE THICKNESS.

11. SEE REFLECTED CEILING PLAN SHEET ID5 FOR ALL SOFFIT FINISHES AND PAINT COLORS.

ELECTRICAL

12. SEE ELECTRICAL PLAN FOR ALL GENERAL & SPECIALITY LIGHTING SPECIFICATIONS AND FINISHES.

13. FACILITY DESIGNS TO VERIFY THAT ALL FIXTURE FINISHES ARE SPECIFIED CORRECTLY.

14. ELECTRICAL PLATES & RECEPTACLES TO BE WHITE.

15. DECORATIVE LIGHTING TO BE:

15.1. RESTROOM VANITY LIGHT: VISUAL COMFORT & CO., MODERN COLLECTION, DESIGNER: SEAN LAVIN, STYLE: SPAN 24 BATH, #700BCSPANB2S-LED930-277, FINISH: SATIN NICKEL, SIZE: 24.6"x5.5"x4.2", INSTALLATION HEIGHT: SEE ELEVATIONS.

WINDOWS, DOORS, HARDWARE & CABINETRY

16. DOORS TO BE PL-1 LAMINATE, FORMICA, INKED OAK #5792-PG.

17. DOOR FRAMES TO BE WESTERN INTEGRATED MATERIALS, INC. (OR EQUAL) CLEAR ANODIZED (STAINLESS LOOK).

17.1. AT-2 TO BE INSTALLED AROUND DOOR JAMBS WHERE WALL TILE IS SPECIFIED TO ACCOMMODATE TILE THICKNESS (RESTROOMS).

18. DOOR HARDWARE TO BE SCHLAGE AL SERIES, STYLE: NEPTUNE (NEP), FINISH TO BE #626 BRUSHED CHROME (OR EQUAL). ALL DOOR HARDWARE AND ACCESSORIES TO HAVE THE SAME FINISH.

19. ALL CABINETRY TO HAVE WHITE MELAMINE INTERIORS.

20. CABINETRY HARDWARE TO BE: CHARLES McMURRAY, #J483-SN, 6 5 8 ", JAMISON COLLECTION PULL, FINISH: SATIN NICKEL.

20.1. ALL ANGLED FASCIA CABINETRY HARDWARE TO BE CONCEALED.

PLUMBING & APPLIANCES

21. ALL PLUMBING FIXTURES TO BE WHITE.

22. WALL HUNG SINK IN RESTROOMS TO BE: AMERICAN STANDARD, MURRO WALL-HUNG EVERCLEAN SINK LESS OVERFLOW WITH CENTER HOLE ONLY, #0955901EC.020, COLOR: WHITE.

22.1. COORDINATING SHROUD TO BE: AMERICAN STANDARD, VITREOUS CHINA SHROUD, #0059020EC, COLOR: WHITE.

22.1. FAUCET TO BE KOHLER, FORTE STANDARD SINGLE HOLE FAUCET, #K-10215-4-G, COLOR: BRUSHED CHROME.

23. UNDERMOUNT SINK IN RESTROOMS TO BE: KOHLER, CAXTON 19 1 4" OVAL UNDERMOUNT BATHROOM SINK, #K-2210-0, FINISH WHITE.

23.1. FAUCET TO BE KOHLER, FORTE STANDARD SINGLE HOLE FAUCET, #K-10215-4-G, COLOR: BRUSHED CHROME.

24. KITCHEN SINK IN BREAK ROOM TO BE: KOHLER, RIVERBY UNDERMOUNT KITCHEN SINK, #K-8689-5U, SIZE: 33"x22"x5 7 8", FINISH: WHITE.

24.1. FAUCET TO BE: KOHLER, SIMPLICE PULL-DOWN KITCHEN SINK FAUCET WITH THREE-FUNCTION SPRAYHEAD, #K-596, FINISH: VIBRANT STAINLESS.

25. KITCHEN APPLIANCES TO BE THE FOLLOWING:

REFRIGERATOR: WHIRLPOOL, 36 INCH WIDE FRENCH DOOR REFRIGERATOR WITH WATER DISPENSER, 25 CU. FT. #WRF535SWHZ, SIZE: 701
8"Hx35 58"Wx35 1
2"D, FINISH: FINGERPRINT RESISTANT STAINLESS STEEL, QTY: 2.

DROP-IN RANGE: GE, 30" DROP-IN ELECTRIC RANGE, #JD630SFSS, SIZE: 27"Hx31 1 4"Wx28 12"D, FINISH: STAINLESS STEEL, QTY: 1 - INSTALL
COOKTOP AT 34" AFF MAX
OVER THE RANGE MICROWAVE: GE, 1.7 CU. FT. OVER-THE-RANGE SENSOR MICROWAVE OVEN, #JVM6175SKSS, SIZE: 16 5 16"x29 78"Wx15 916"D,
FINISH: STAINLESS STEEL, QTY: 1.

UNDER COUNTER MICROWAVE: GE, PROFILE SERIES 2.2 CU. FT. BUILT-IN SENSOR MICROWAVE OVEN, #PEB7227SLSS, SIZE: 14"Hx241
8"Wx193
4"D, FINISH: STAINLESS STEEL, QTY: 1.

UNDER COUNTER MICROWAVE TRIM KIT: GE, REQUIRED 27" BUILT-IN TRIM KIT, #JX7227SLSS, SIZE: 18 7 8"Hx26 3
4"W, FINISH: STAINLESS STEEL,
QTY: 1.

MISC ITEMS

26. ALL MIRRORS IN RESTROOMS TO BE ADHERED DIRECTLY TO THE WALL. SEE ELEVATIONS.

27. HANDICAP SIGNAGE FOR RESTROOMS TO BE BLACK WITH WHITE LETTERING AND SYMBOLS (BLUE NOT ACCEPTABLE).

28. RECESSED PAPER TOWEL DISPENSER TO BE BOBRICK #B-4369 CONTURA SERIES, SATIN FINISH STAINLESS STEEL

29. SOAP DISPENSER TO BE BOBRICK #B-8222 CONTURA SERIES, 34 fl-oz., 4" SPROUT, FINISH: BRIGHT POLISHED.

30. RECESSED MULTI-ROLL TOILET DISPENSER TO BE BOBRICK #B-4388 CONTURA SERIES, SATIN FINISH STAINLESS STEEL.

31. SURFACE MOUNTED SEAT-COVER DISPENSER TO BE BOBRICK #B-4221 CONTURA SERIES, SATIN FINISH STAINLESS STEEL.

32. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL TO BE BOBRICK #B-270 CONTURA SERIES, SATIN FINISH STAINLESS STEEL.

NOTES
ID2
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Revisions: Project Title:
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5 6

FACILITY

DESIGNS
7511 N. PALM BLUFFS AVE.

INTERIOR DESIGN CERTIFICATION

CERTIFIED INTERIOR DESIGNER SUZANNE BRYNES

CALFIRONIA COUNCIL FOR
CCIDC

CALIFORNIA COUNCIL FOR
ATWATER CIVIC CENTER 2 FINISH PLANS.dwg ATWATER CIVIC CENTER 2 1350 BROADWAY AVE. ATWATER, CA 95301 6/26/23
NTS
HL
ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CA 95301

PROJECT NOTES
S:\AutoCad Drawings\FOLDER - A\ATWATER CIVIC CENTER 2\ATWATER CIVIC CENTER 2 FINISH PLANS.dwg, 8/15/2023 10:25:27 AM, _AutoCAD PDF (General Documentation).pc3 Reviewed for Code Compliance CSG CONSULTANTS, INC. 09/28/2023 Page 268 of 325

WAITING AREA
#101

WORK AREA
#104
TELLER
#102
OFFICE
#106
OFFICE
#105

OPEN OFFICE
#103

MEN'S RR
#109

WOMEN'S RR
#108

ELECTRICAL ROOM
#110

CONFERENCE
#118

BREAK ROOM
#112

STORAGE
#114

WORK ROOM
#115
OFFICE
#116

OPEN OFFICE
#119
OFFICE
#117

HALLWAY
#111

UTILITY
#113
TELLER
#120
VW1
1 RB
VW1
1 RB
VW1
1 RB
VW1
1 VW RB 1 1
RB
VW1
1 RB
VW1
1 RB
VW11
RB
LVT1
1 RB
VW1
1 RB
VW11
RB
VW1
1 RB
VW1
1 VW RB 1 1
RB
VW1
1 VW RB 11
RB
CPT 1
1 CPT RB 1 1CPT RB 1 1
RB
CPT 1
1 RB
CPT 1
1 RB
VCT 12
RB
VCT 1
1 RB
CT1
1 ACB CT1
1 ACB
CPT 1
1 RB CPT 1
1 RB
ALIGN
ALIGN
ID3
Cad File:

Drawn By:

Date:

Sheet:

Scale:

Revisions: Project Title: 123456

FACILITY

DESIGNS
7511 N. PALM BLUFFS AVE.

INTERIOR DESIGN CERTIFICATION

CERTIFIED INTERIOR DESIGNER SUZANNE BRYNES

CALFIRONIA COUNCIL FOR
CCIDC

CALIFORNIA COUNCIL FOR
ATWATER CIVIC CENTER 2 FINISH PLANS.dwg ATWATER CIVIC CENTER 2 1350 BROADWAY AVE. ATWATER, CA 95301 6/26/23
1/4"=1'-0"
HL
ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CA 95301

FLOOR FINISH PLAN
S:\AutoCad Drawings\FOLDER - A\ATWATER CIVIC CENTER 2\ATWATER CIVIC CENTER 2 FINISH PLANS.dwg, 8/15/2023 10:25:38 AM, _AutoCAD PDF (General Documentation).pc3 Reviewed for Code Compliance CSG CONSULTANTS, INC. 09/28/2023 Page 269 of 325

WAITING AREA
#101

WORK AREA
#104
TELLER
#102
OFFICE
#106
OFFICE
#105

OPEN OFFICE
#103

MEN'S RR
#109

WOMEN'S RR
#108

ELECTRICAL ROOM
#110

CONFERENCE
#118

BREAK ROOM
#112

STORAGE
#114

WORK ROOM
#115
OFFICE
#116

OPEN OFFICE
#119
OFFICE
#117

HALLWAY
#111

UTILITY
#113
TELLER
#120
CA
ID6D B
GE
HF ID6
1 ID6
2 ID63
ID6
5 ID66 4
11 ID6
10 ID6
79 8 ID6
PT1
PT1
PT3PT1
PT3PT1
PT1
PT2
PT1
PT2
PT1PT1
PT2
CT2
TO 63" AFF
PT-2 ABOVE

SEE ELEVATIONS
CT2
TO 63" AFF
PT-2 ABOVE

SEE ELEVATIONS
PT1
PT1
PT1
CT2
12"x24"

FULL HEIGHT
50% VERTICAL STAGGER
PT3
PT1
FRP1
TO 48" AFF
PT-1 ABOVE
PT1
PT1
PT2PT2
PT1
PT1
PT2
PT1
PT2
PT1
PT2 PT1
PT3PT3
PT3
PT3
PT3
PT3
PT3
PT1
PT1
PT1
PT1
PT3
PT3
WC-1
WC-1
WC-1
WC-1
WC-1
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
CG-2
CG-1 CG-2
CG-1 CG-2
CG-1 CG-1 CG-2
CG-2 CG-2 CG-2
CG-2
CG-2
CG-2
CG-2 CG-2 CG-2 CG-2
CG-2
CG-1
CG-1 CG-1 CG-1
CG-1 CG-1 CG-1 CG-1
CG-1 CG-1 CG-1
CG-1
CG-1 CG-1 CG-1
CG-1 CG-1
CG-1 CG-1 CG-1 CG-1 CG-1
CG-1
CG-1
CG-1
CG-1
CG-2 CG-2
CG-2
CG-2 CG-2 CG-2 CG-2 CG-2
CG-2
PT3
ID4
Cad File:

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Revisions: Project Title: 123456

FACILITY

DESIGNS
7511 N. PALM BLUFFS AVE.

INTERIOR DESIGN CERTIFICATION

CERTIFIED INTERIOR DESIGNER SUZANNE BRYNES

CALFIRONIA COUNCIL FOR
CCIDC

CALIFORNIA COUNCIL FOR
ATWATER CIVIC CENTER 2 FINISH PLANS.dwg ATWATER CIVIC CENTER 2 1350 BROADWAY AVE. ATWATER, CA 95301 6/26/23
1/4"=1'-0"
HL
ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CA 95301

WALL FINISH PLAN
S:\AutoCad Drawings\FOLDER - A\ATWATER CIVIC CENTER 2\ATWATER CIVIC CENTER 2 FINISH PLANS.dwg, 8/15/2023 10:25:25 AM, _AutoCAD PDF (General Documentation).pc3 Reviewed for Code Compliance CSG CONSULTANTS, INC. 09/28/2023 Page 270 of 325 #101
#104
#102
#105
#109
#108
#110
#118
#112
#114
#115
#116
#111
#113
#120
#107 #106
#103
#119
#117
PT2
PT2
PT2
PT2
PT2
PT2
PT2
PT1
PT1
PT1
PT2
PT2
PT2
PT1PT2 PT2
ID5
Cad File:

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Revisions: Project Title: 123456

FACILITY

DESIGNS
7511 N. PALM BLUFFS AVE.

INTERIOR DESIGN CERTIFICATION

CERTIFIED INTERIOR DESIGNER SUZANNE BRYNES

CALFIRONIA COUNCIL FOR
CCIDC

CALIFORNIA COUNCIL FOR
ATWATER CIVIC CENTER 2 FINISH PLANS.dwg ATWATER CIVIC CENTER 2 1350 BROADWAY AVE. ATWATER, CA 95301 6/26/23
1/4"=1'-0"
HL
ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CA 95301

REFLECTED CEILING PLAN
S:\AutoCad Drawings\FOLDER - A\ATWATER CIVIC CENTER 2\ATWATER CIVIC CENTER 2 FINISH PLANS.dwg, 8/15/2023 10:25:30 AM, _AutoCAD PDF (General Documentation).pc3 Reviewed for Code Compliance CSG CONSULTANTS, INC. 09/28/2023 Page 271 of 325

ELEVATION

ELEVATION ELEVATION

ELEVATION ELEVATION ELEVATION ELEVATION

ELEVATION ELEVATION

ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION

ELEVATION ELEVATION ELEVATION
PT-2
SS-1
+0" +2" +2" +0"
RB-1 RB-1 RB-1
PT-1
PT-2
PT-1 PT-1 2'-6"3'-6"
SS-1
SS-2

WATERFALL EDGE

MITER CORNERS
TYP.

SS-2

WATERFALL EDGE

MITER CORNERS
TYP.

RB-1
PT-1
PT-1 PT-2
RB-1 RB-1 RB-1 RB-1
SS-1
SS-1

WATERFALL EDGE

MITER CORNERS
TYP.

SS-2
PL-1
PL-1
PL-1

EDGE BANDING
& INTERIORS
PL-1 PL-1
PL-1 PL-1
3'-6"
2'-6"
RB-1
PT-1
PT-2 PT-1
RB-1 RB-1 RB-1 RB-1
SS-1
SS-1

WATERFALL EDGE

MITER CORNERS
TYP.

SS-2
PL-1
PL-1
PL-1

EDGE BANDING
& INTERIORS
PL-1 PL-1
PL-1 PL-1
3'-6"
2'-6"
PT-1
PT-1
PT-1
RB-1 PL-1 RB-1
2'-10" 2' 3'
PL-2
PL-1 PT-1
2'-10" 2' 3'
PL-1
PT-1
PL-1 RB-1
PL-2
PT-1
2'-10" 2'-4" 3'
PL-1
PT-1
RB-1 PL-1
PL-2
2'-10" 2' 3'
SS-1
RB-1 RB-1 PL-1
PT-1 PL-1 PL-1
CTA-2
3"x12"
50% HORIZ. STAGGER
2'-10" 2' 3'
PL-1
TYP.

RB-1
SS-1
PL-1 PL-1 PT-1 PT-1 PL-1
SS-1
38" MIN.

ATTACH
TOE TO

MEET ADA
2'-10" 2' 3'
RB-1
PT-1 PL-1
PL-1 RB-1 RB-1
2'-10"
SS-1
PT-1
PL-1

EDGE BANDING
& INTERIORS
TYP.

PT-3
RB-1 ACB-1
CTT-1
3"x24"
CT-2
12"x24"
AT-1 BETWEEN

DOOR JAMB
& WALL TILE
BP-1
ACB-1
CTT-1
3"x24"
CTT-1
12"x24"
PT-2 PT-2 PT-2
5'-3"5'-3"
5'-3"5'-3"
ACB-1
CTT-1
3"x24"
CT-2
12"x24"
PT-2
ACB-1
CTT-1
3"x24"
CT-2
12"x24"
BP-1 BP-1
PT-2
CTA-1
APPROX. 4"W
MITER CORNERS 40" MAX
34"x22"
AT-1 BETWEEN

DOOR JAMB
& WALL TILE 5'-3"
ACB-1
CTT-1
3"x24"
CT-2
12"x24"
PT-2
5'-3"
ACB-1
PT-2 PT-2
ACB-1
5'-3"
40" MAX
34"x22"
5'-3"
ACB-1
CTT-1
3"x24"

MITER CORNERS
AT-1 BETWEEN
MIRROR & CTA-1
AT-1 BETWEEN
MIRROR & CTA-1
PL-1
7'-3" AFF

ON CENTER
PT-2
CTT-1
3"x24"
CT-2
12"x24"
CTT-1
3"x24"
CT-2
12"x24"
CT-2
12"x24"
CTT-1
3"x24"
CTA-1
APPROX. 4"W

MITER CORNERS
CTT-1
3"x24"

MITER CORNERS
AT-1 BETWEEN
MIRROR & CTA-1
7'-3" AFF

ON CENTER
PT-2
PT-2
MATCH

DEPTH OF
FRIDGE
PL-1

END PANEL
TYP.

PL-1
7"H PLATFORM
COOKTOP TO BE 34" AFF MAX
18"W
TRASH
PULL
OUT
PL-1
MATCH

DEPTH OF
FRIDGE
PL-1

END PANEL
TYP.

PL-1
SS-1
RB-1
CTA-2
3"x12"
50% HORIZ. STAGGER
CTA-2
3"x12"
50% HORIZ. STAGGER
ID6
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Revisions: Project Title:
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FACILITY

DESIGNS
7511 N. PALM BLUFFS AVE.

INTERIOR DESIGN CERTIFICATION

CERTIFIED INTERIOR DESIGNER SUZANNE BRYNES

CALFIRONIA COUNCIL FOR
CCIDC

CALIFORNIA COUNCIL FOR
ATWATER CIVIC CENTER 2 FINISH PLANS.dwg ATWATER CIVIC CENTER 2 1350 BROADWAY AVE. ATWATER, CA 95301 6/26/23
3/8"=1'-0"
HL
ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CA 95301

ELEVATIONS
S:\AutoCad Drawings\FOLDER - A\ATWATER CIVIC CENTER 2\ATWATER CIVIC CENTER 2 FINISH PLANS.dwg, 8/15/2023 10:25:35 AM, _AutoCAD PDF (General Documentation).pc3 Reviewed for Code Compliance CSG CONSULTANTS, INC. 09/28/2023 Page 272 of 325 P R O J E C T P LA N N IG - DES I GN - CO N S U LT I NG C u r r e n t R e le a s e D a te P la n n in g S u b m it a l P la n C h e c k S u b m it a l S T A T U S R E V I S I O N S S c a le P r o je c tC o o r d in a to r BYA P r o je c tN o . S h e e t I D E N T I F I C A T I O N 1 5 0 8 TO L L H O U S E R O A D , SU ITE ' C C L O V IS,CA L I FO R N I A 93 6 1 1 5 5 9 -29 8 -30 6 0 (O F F IC E )5 5 9 -29 8 -32 6 7 (FA X ) PROPOSED TENANT IMPROVEMENT FOR:

ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 345 POLLASKY CLOVIS, CALIFORNIA 93612 PHONE: (559) 323-9600 FAX: (559) 323-9633 S T R U C T U R A L E N G I N E E R I N G BRAD YOUNG & ASSOCIATES, INC. BYA JOB # 23506 W
Reviewed for Code Compliance
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P R O J E C T P LA N N IG - DES I GN - CO N S U LT I NG C u r r e n t R e le a s e D a te P la n n in g S u b m it a l P la n C h e c k S u b m it a l S T A T U S R E V I S I O N S S c a le P r o je c tC o o r d in a to r BYA P r o je c tN o . S h e e t I D E N T I F I C A T I O N 1 5 0 8 TO L L H O U S E R O A D , SU ITE ' C C L O V IS,CA L I FO R N I A 93 6 1 1 5 5 9 -29 8 -30 6 0 (O F F IC E )5 5 9 -29 8 -32 6 7 (FA X ) PROPOSED TENANT IMPROVEMENT FOR:

ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 345 POLLASKY CLOVIS, CALIFORNIA 93612 PHONE: (559) 323-9600 FAX: (559) 323-9633 S T R U C T U R A L E N G I N E E R I N G BRAD YOUNG & ASSOCIATES, INC. BYA JOB # 23506 Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

Page 274 of 325 ends

ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 345 POLLASKY CLOVIS, CALIFORNIA 93612 PHONE: (559) 323-9600 FAX: (559) 323-9633 S T R U C T U R A L E N G I N E E R I N G BRAD YOUNG & ASSOCIATES, INC. BYA JOB # 23506 Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

Page 275 of 325 ends

ATWATER CIVIC CENTER 2
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 345 POLLASKY CLOVIS, CALIFORNIA 93612 PHONE: (559) 323-9600 FAX: (559) 323-9633 S T R U C T U R A L E N G I N E E R I N G BRAD YOUNG & ASSOCIATES, INC. BYA JOB # 23506 Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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PLUMBING SCHEDULES, LEGEND, AND GENERAL NOTES P-0.0
P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 PLUMBING LEGEND P-0.0 PLUMBING SCHEDULE, LEGEND AND GENERAL NOTES P-0.1 PLUMBING SPECIFICATIONS P-2.0 PLUMBING DEMO PLAN P-2.1 PLUMBING FLOOR PLAN P-3.0 PLUMBING DEMO ROOF PLAN P-3.1 PLUMBING ROOF PLAN P-8.0 PLUMBING DETAILS 1. COORDINATION OF WORK: LAYOUT OF MATERIALS, EQUIPMENT AND SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY. 2. THE ACTUAL LOCATION OF ALL MATERIALS, PIPING, DUCTWORK, FIXTURES, EQUIPMENT, SUPPORTS, ETC. SHALL BE CAREFULLY PLANNED, PRIOR TO INSTALLATION OF ANY WORK TO AVOID ALL INTERFERENCES WITH EACH OTHER, OR WITH STRUCTURAL, ELECTRICAL, ARCHITECTURAL OR OTHER ELEMENTS. 3. VERIFY THE PROPER VOLTAGE AND PHASE OF ALL EQUIPMENT WITH THE ELECTRICAL PLANS. ALL CONFLICTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO THE INSTALLATION OF ANY WORK OR THE ORDERING OF ANY EQUIPMENT. 4. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR THE OWNER REPRESENTATIVE. 5. EXISTING PIPING IS SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. INFORMATION OF (E) UTILITIES IS BASED UPON EXISTING PLUMBING DRAWINGS AND OWNER'S BEST KNOWLEDGE. EXISTING INFORMATION SHOWN MAY NOT BE TAKEN AS COMPREHENSIVE, AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE EXISTING INFORMATION SHOWN. 6. MINIMUM SLOPE FOR SEWER IS 1/4" PER FT, UNLESS OTHERWISE NOTED. 7. ALL ROOF PENETRATIONS SHALL BE COMPATIBLE WITH ROOF SYSTEM WITH AS FEW PENETRATIONS AS POSSIBLE. 8. MINIMUM DOMESTIC WATER PIPE SIZE TO BE 3/4". USE A REDUCING ELL AT FIXTURE, IF NECESSARY. 9. CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH OF POINTS OF CONNECTION TO SITE UTILITIES. 10. ALL PLUMBING FIXTURES, VALVES, FAUCETS, FIXTURE STOPS, ETC. WHICH PROVIDE WATER FOR HUMAN CONSUMPTION MUST MEET THE "LEAD FREE" REQUIREMENT FOR THE STATE OF CALIFORNIA. 11. MAXIMUM ALLOWABLE DISTANCE FOR HOT WATER LATERALS TO FIXTURES OFF OF THE CIRCULATING MAIN SHALL BE 10'-0" FOR HAND WASH SINKS AND LAVS, AND 15'-0" FOR OTHER SINKS. 12. LEAN CONCRETE SHALL BE USED AS BACK FILL WHERE UTILITY TRENCHES EXTEND FROM THE EXTERIOR TO THE INTERIOR LIMITS OF THE BUILDING. LEAN CONCRETE SHALL EXTEND A MINIMUM DISTANCE OF TWO (2) FEET LATERALLY ON EACH SIDE OF THE EXTERIOR BUILDING LINE AND A MINIMUM OF SIX (6) INCHES ABOVE FOOTING PENETRATION. GENERAL NOTES SHEET INDEX PLUMBING SCHEDULE SYMBOL ITEM ABBR. SYMBOL ITEM ABBR. PLUG VALVE SHUT-OFF VALVE IN BOX SHUT-OFF VALVE WALL CLEANOUT SOV SOV WCO THERMOSTATIC MIXING VALVE EXISTING BELOW FLOOR BELOW GRADE TYPICAL CONTINUATION ABOVE CEILING (E) NEW (N) (TYP) CONT BEL FLR BEL GR ABV CLG & AND
@ ATABOVE FINISHED FLOOR AFF

C CENTER LINE ABOVE ABV CEILING CLG
LØ DIAMETER ALTERNATE ALT ARCHITECT / ARCHITECTURAL ARCH DOWN DN DRAWING DWG ELECTRICAL ELEC FLOOR FLR FEET FT GAUGE GA GALLON GAL GALLONS PER MINUTE GPM POUNDS LBS MAXIMUM MAX MINIMUM MIN NOT IN CONTRACT NIC NOT TO SCALE NTS OUTSIDE DIAMETER OD INSIDE DIAMETER ID ROOM RM SPECIFICATION SPEC STAINLESS STEEL SS THROUGH THRU WITH W/ WITHOUT W/O 1 KEYNOTE2 P8003 P300 DETAIL REFERENCE EXAMPLE: DETAIL 2, SHEET P800 SECTION REFERENCE EXAMPLE: SECTION 3, SHEET P300 INVERT ELEVATION I.E. FLOW LINE FL TWO-WAY CONTROL VALVE TEMPERATURE TEMP DIA CALIFORNIA PLUMBING CODE CPC CALIFORNIA MECHANICAL CODE CMC GALLONS PER HOUR GPH SQUARE FEET SQ FT # NUMBER NO. ELBOW ELL UNION CONCENTRIC REDUCER PRESSURE REDUCING VALVE "Y" TYPE STRAINER POUNDS PER SQUARE INCH PSI POUNDS PER SQUARE INCH ABSOLUTE PSIA POUNDS PER SQUARE INCH GAUGE PSIG POLYVINYL CHLORIDE PVC WATER COLUMN WC PRESSURE GAUGE TEMPERATURE GAUGE TEMPERATURE / PRESSURE RELIEF VALVE PRV CUBIC FEET PER HOUR CFH AW ACID WASTE AW

A COMPRESSED AIR AV ACID VENT

AAV UNDER GROUND U/G

G LOW PRESSURE NATURAL GAS
G HPG HIGH PRESSURE GAS HPG ACID VENT THRU ROOF ACID VENT RISER AVTR AVR DOMESTIC HOT WATER RETURN DOMESTIC HOT WATER DOMESTIC COLD WATER CD CONDENSATE DRAIN HWR CDHWCW FIRE PROTECTION LINE RAIN WATER LEADER OD OVERFLOW DRAIN RWLFLPG LIQUIFIED PETROLEUM GAS SOIL or WASTE RWL OD LPG S or W SD STORM DRAIN SD ICW INDUSTRIAL COLD WATER ICW

O OXYGEN MEDICAL AIR VACUUM MA VAC
2 OMA VAC
2 VENT THRU ROOF VENT RISER VENT VTR VR

V EXISTING PIPING FLOOR CLEANOUT CLEANOUT TO GRADE PIPING TURN UP PIPING TURN DOWN FCO COTG / / / / / / / / / DEMOLITION DEMO HOSE BIBB PIPING CAP POC POINT OF CONNECTION TO EXISTING ANGLE VALVE BALANCE VALVE BALL VALVE P
T NEW FIXTURE TAG EXAMPLE WATER CLOSET - TYPE 1 (REFER TO PLUMBING SCHEDULE) WC-1 PLUMBING FIXTURE SCHEDULE MARK FIXTURE CONNECTION SIZES S or W V CW HW DESCRIPTION WC-1 WATER CLOSET ADA 3" 2" 1" ----- AMERICAN STANDARD 215AA.104 CADET PRO RIGHT HEIGHT ELONGATED TOILET, 16-1/2” HEIGHT, 1.28 GPF, FLOOR MOUNTED, OLSONITE MODEL 95 SEAT WITH OPEN FRONT LESS COVER, TOP OF SEAT SHALL BE BETWEEN 17” AND 19”, TRIP LEVER SHALL BE ON WIDE SIDE OF STALL. WC-2 WATER CLOSET 3" 2" 1" ----- AMERICAN STANDARD 215AA.105 CADET PRO RIGHT HEIGHT ELONGATED TOILET, 16-1/2" HEIGHT, 1.28 GPF, FLOOR MOUNTED, OLSONITE MODEL 95 SEAT WITH OPEN FRONT LESS COVER, TOP OF SEAT SHALL BE BETWEEN 17” AND 19”, TRIP LEVER SHALL BE ON WIDE SIDE OF STALL. U-1 URINAL 2" 1-1/2" 1" ----- AMERICAN STANDARD "PINTBROOK" URINAL, WALL HUNG, 0.125 GPF FLUSH VALVE MANUAL OPERATED #6045.013.002. A WALL CLEANOUT SHALL BE INSTALLED ABOVE THE FIXTURE CONNECTION FITTING SERVING EACH URINAL. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE MOUNTING HEIGHTS. L-1 LAVATORY ADA 1-1/2" 1-1/4" 1/2" 1/2" AMERICAN STANDARD 0356.421 LUCERNE, WALL--HUNG, 20"x18” VITREOUS CHINA BOWL WITH BACKSPLASH AND WALL BRACKET, CENTER HOLE ONLY MOEN 8413F03 SINGLE LEVER HANDLE FACUET WITH HOT TEMPERATURE LIMIT STOP SET TO 110°F MAX, 0.35 GPM, EBC COMPRESSION WALL STOPS AND SUPPLIES, SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT. KS-1 KITCHEN SINK (TWO COMPARTMENT) 2" 1-1/2" 3/4" 3/4" JUST MFG MODEL #UD-ADA-1832-A, UNDER-COUNTER MOUNT, TWO-COMPARTMENT SINK, (2) 14"x16" SINK BASINS, 18 GA TYPE 304 STAINLESS STEEL FULLY COATED UNDERSIDE WITH (2) #J-35GS BASKET STRAINERS AND STAINLESS STEEL DRAINS. CHICAGO MODEL #1100-GN8AE3-317AB SINGLE LEVER FAUCET WITH 8" CENTERS MODIFIED WITH MODEL #E3JKABCP 1.0 GPM AERATOR, P-TRAP WITH ESCUTCHEON, AND SPEEDWAY COMPRESSION WALL STOP AND TUBING. DF-1 DRINKING FOUNTAIN W/ BOTTLE FILLER ADA 1-1/2" 1-1/4" 1/2" ----- ELKAY LZSTL8WSLK DUAL LEVEL UNIT WITH LZWSR BOTTLE FILLING STATION, HANGER BRACKET AND STAINLESS STEEL BASIN, R-134a REFERIGERANT, CAPACITY: 8.0 GPH OF 50°F WATER AT 80°F INLET WATER AND 90°F AMBIENT AIR, 115V/1PH, 6.0 FLA, 370 RATED WATTS, SEE ARCHITECTURAL ELEVATION FOR MOUNTING HEIGHT. MS-1 MOP SINK 3" 1-1/2" 3/4" 3/4" FLORESTONE MSR--2424, WHITE MOLDED STONE, 24”x24“x10", FINISHED ON FOUR SIDES, STAINLESS STEEL DRAIN BODY, DOME STRAINER, MOEN 8230 FAUCET WITH HOSE END, BUCKET HOOK, VACUUM BREAKER, SERVICE STOPS, AND WALL BRACE. TP-1 TRAP PRIMER ----- ----- 1/2" ----- SLOAN VBF-72-A1 VACUUM BREAKER TRAP PRIMER WITH ONE PIECE, CHROME PLATED, FLUSH CONNECTION, WATER DEFLECTOR, 3/8" ELBOW AND FLEX BEND TUBE CONNECTION FROM VACUUM BREAKER TO WALL, DIVERTER WALL FLANGE AND FITTINGS, AND CHROME PLATED WALL FLANGE AND FITTING TO CONNECT 1/2” NPT PIPE. FD-1 FLOOR DRAIN 2" 1-1/2" TP ----- JAY R. SMITH 2005Y(A), COATED CAST IRON WITH 5” ROUND POLISHED NICKLE-- BRONZE GRATE, DOUBLE DRAINAGE FLANGE, PRIMER TAPPING, NO HUB OUTLET. FS-1 FLOOR SINK 2" 1-1/2" ----- ----- JAY R. SMITH 3150Y-12, COATED CAST IRON, ACID RESISTANT PAINTED INTERIOR, 12-1/2" SQUARE TOP, 8" DEEP, WITH HALF GRATE, DOUBLE DRAINAGE FLANGE, NO-HUB OUTLET, DOME STRAINER AND TRAP PRIMER CONNECTION. SA-1 SHOCK ABSORBER ----- ----- 1/2" ----- SMITH HYDROTROL, PDI SIZE “A”, SMITH MODEL 4730 12”x12” ACCESS PANEL. CP-1 CIRCULATING PUMP ----- ----- 3/4" HWR ----- GRUNDFOS MODEL UP15--42F IN-LINE CIRCULATING PUMP WITH STAINLESS STEEL SHAFT, 6 GPM AT 11 TDH, 85 W, 115V, 1g. WH-1 WATER HEATER ----- ----- 3/4" 3/4" NAVIEN MODEL NPE-240S2, TANKLESS WATER HEATER, AHRI CERTIFIED, BUILT IN EZNAV MULTI-LINE CONTROL PANEL, MAX. 5.8 GPM @ 67°F TEMP RISE, WEIGHT: 73 LBS., ELECTRICAL: 120V AC, 60 HZ WH-2 POINT OF USE WATER HEATER ---- ---- 3/4" 3/4" CHRONOMITE SR-20L/120 INSTANTANEOUS ELECTRIC WATER HEATER. ELECTRICAL REQUIRED: 208V/1PH. DIMENSIONS: 9-5/8" LONG x 2-2/3" DEEP x 6-1/4" HIGH. CHECK VALVE GW GREASE WASTE GW GAS CALCULATIONS CPC 2022 - NATURAL GAS TABLE 1215.2(1) @125 FT PIPE SIZE 1/2" 3/4" 1" 1-1/4" CFH 44 92 173 355 Reviewed for Code Compliance
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PLUMBING SPECIFICATIONS P-0.1
P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 SECTION 220000 PLUMBING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS DIVISION. 1.2 CODES AND REGULATIONS: ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: A. 2022 CALIFORNIA BUILDING CODE B. 2022 CALIFORNIA MECHANICAL CODE C. 2022 CALIFORNIA PLUMBING CODE D. CALIFORNIA CODE OF REGULATIONS, TITLE 8, INDUSTRIAL RELATIONS E. CALIFORNIA CODE OF REGULATIONS, TITLE 24, BUILDING STANDARDS F. LOCAL CODES 1.3 SCOPE: PROVIDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETE, LAWFUL AND OPERATING SYSTEMS AS SHOWN OR NOTED ON THE DRAWINGS OR AS SPECIFIED HERE. THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: A. SANITARY SEWER SYSTEM. B. DOMESTIC WATER SYSTEM. C. DRAIN SYSTEM (INCLUDING CONDENSATE DRAIN). D. ALL EQUIPMENT AS SHOWN OR NOTED ON THE DRAWINGS OR AS SPECIFIED. PART 2 - PRODUCTS 2.1 PIPING MATERIALS A. SANITARY SEWER: 1. SOIL, WASTE AND VENT PIPING: a. INSIDE BUILDING AND WITHIN FIVE FEET OF BUILDING WALLS: STANDARD WEIGHT COATED CAST IRON PIPE AND FITTINGS, CISPI 301, OR HUB END WITH RUBBER GASKETS, ASTM A74, ASTM C564. ALL CAST IRON PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE AS MANUFACTURED BY TYLER, AB&I OR CHARLOTTE. HEAVY-DUTY SHIELDED COUPLINGS, TYPE 304 STAINLESS STEEL, WITH NEOPRENE GASKET, ASTM C1540. HUSKY HD 2000, CLAMP-ALL 80. MISSION HEAVYWEIGHT MG COUPLINGS ARE ALSO ACCEPTABLE b. 2" AND SMALLER ABOVE GRADE MAY BE STANDARD WEIGHT GALVANIZED STEEL, ASTM A120/A53, WITH COATED CAST IRON RECESSED DRAINAGE FITTINGS, ANSI B16.12. c. 2" AND SMALLER EXPOSED TO VIEW SHALL BE GALVANIZED STEEL, ASTM A120/A53, WITH COATED CAST IRON RECESSED DRAINAGE FITTINGS, ANSI B16.12. 2. CLEANOUTS: COMPARABLE MODELS OF JOSAM, WADE OR ZURN ARE ACCEPTABLE. a. FLOOR CLEANOUTS: SMITH 4028 WITH NICKEL BRONZE TOP IN FINISHED AREAS, SMITH 4228 IN UTILITY AREAS. b. WALL CLEANOUTS: SMITH 4532 WITH STAINLESS STEEL COVER AND SCREW. c. PIPE CLEANOUTS: IRON BODY WITH THREADED BRASS PLUG. 3. PIPE CLEANOUTS: IRON BODY WITH THREADED BRASS PLUG. B. WATER: 1. COLD WATER: a. INSIDE BUILDING, WITHIN FIVE FEET OF BUILDING WALLS, AND ALL ABOVE GRADE: HARD TEMPER SEAMLESS COPPER, ASTM B88. WROUGHT COPPER FITTINGS, ANSI B16.22. TYPE L WITH BRAZED JOINTS (1100F MIN.). 1-1/2" AND SMALLER ABOVE GRADE MAY BE SOLDERED, 95-5 TIN-ANTIMONY SOLDER. ALL NIPPLES SHALL BE RED BRASS (85% COPPER). ABOVE GRADE FITTINGS MAY BE COPPER (1/2" TO 2") OR BRONZE (2-1/2" TO 4") PRESS FITTINGS, ASME B16.18 OR ASME B16.22. EPDM O-RINGS. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. NIBCO, PROPRESS. b. OUTSIDE BUILDING BELOW GRADE: 3" AND SMALLER MAY BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) WITH SOLVENT WELD FITTINGS WHERE APPROVED BY ADMINISTRATIVE AUTHORITY. c. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. 2. HOT WATER: a. INSIDE BUILDING ABOVE SLAB: SAME AS COLD WATER PIPING INSIDE BUILDING. b. OUTSIDE BUILDING OR BELOW SLAB: PRE-INSULATED. TYPE L COPPER CORE 1" FOAMED POLYURETHANE INSULATION. POLYVINYL CHLORIDE JACKET. SEALED ENDS. RUBBER RING INTERNAL SLIP JOINT. FITTINGS SHALL BE WROUGHT COPPER, WITH BRAZED JOINTS (1100 F MIN.). RICWIL, THERMAL PIPE SYSTEMS. C. VALVES AND SPECIALTIES: 1. GENERAL: MANUFACTURER'S MODEL NUMBERS ARE LISTED TO COMPLETE DESCRIPTION. EQUIVALENT MODELS OF CRANE, GRINNELL, MILWAUKEE, NIBCO, STOCKHAM OR WALWORTH ARE ACCEPTABLE. ALL VALVES OF A PARTICULAR TYPE OR FOR A PARTICULAR SERVICE SHALL BE BY THE SAME MANUFACTURER. USE FULL PORT BALL VALVE FOR 2" AND SMALLER WATER SHUTOFF VALVES; SEE SPECIFICATION BELOW. 2. BALL VALVE: FULL PORT. BRONZE BODY, CAP, STEM, DISK AND BALL. SCREWED CONNECTION. LEVER HANDLE. TFE SEAT. O-RING SEALS. 300 PSI WOG. APOLLO, GRINNELL, JOMAR. 3. CHECK VALVE: 2" AND SMALLER PROVIDE ALL BRONZE SWING CHECK, REGRINDING. 200 PSI WOG. STOCKHAM B-319. D. MISCELLANEOUS SPECIALTIES: 1. TEMPERATURE AND PRESSURE RELIEF VALVE: ASME RATED FULLY AUTOMATIC, RESEATING COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE SIZED IN ACCORDANCE WITH ENERGY INPUT. SENSING ELEMENT IMMERSED WITHIN UPPER 6" OF TANK. WATTS. 2. UNION: FOR 2" AND SMALLER, PROVIDE AAR MALLEABLE IRON, BRONZE TO IRON GROUND SEAT. 300 PSI. GRINNELL. 3. SHOCK ABSORBER: MULTIPLE BELLOWS. SEAMLESS COPPER CHAMBER APPROVED FOR CONCEALED INSTALLATIONS. DESIGNED AND APPLIED IN ACCORDANCE WITH PDI WH201. SIOUX CHIEF, WATTS. E. DRAIN PIPING (INCLUDING CONDENSATE): COPPER TYPE L AS SPECIFIED ABOVE FOR INSIDE BUILDING COLD WATER PIPING WITH SOLDERED JOINTS. PRESS FITTINGS NOT ACCEPTABLE. F. MISCELLANEOUS PIPING ITEMS: 1. PIPE HANGER: STEEL CLEVIS HANGER. LOAD AND JAMB NUTS. SIZE AND MAXIMUM LOAD PER MANUFACTURER'S RECOMMENDATION. FELT LINER FOR COPPER PIPING. HANGER AND ROD SHALL HAVE GALVANIZED FINISH. B-LINE, GRINNELL, UNISTRUT. 2. CONSTRUCTION CHANNEL: 12-GAGE, 1-5/8" x 1-5/8" GALVANIZED STEEL CHANNEL. SINGLE OR MULTIPLE SECTION. SELF-LOCKING NUTS AND FITTINGS. B-LINE, GRINNELL, UNISTRUT. 2.2 PIPING INSULATION MATERIALS A. GENERAL: ALL PIPING INSULATION MATERIALS SHALL HAVE FIRE AND SMOKE HAZARD RATINGS AS TESTED UNDER ASTM E-84 AND UL 723 NOT EXCEEDING A FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50. B. PRE-MOLDED FIBERGLASS: HEAVY DENSITY SECTIONAL PRE-MOLDED FIBERGLASS WITH VAPOR BARRIER LAMINATED ALL SERVICE JACKET AND PRESSURE SEALING VAPOR BARRIER LAP. THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.25 BTU-IN/HR-FT2-F AT A MEAN TEMPERATURE OF 50F. PERM RATING 0.02, ASTM E96. PUNCTURE RATING 50 BEACH UNITS, ASTM D781. PROVIDE 3" (MIN.) WIDE TAPE OF SAME MATERIAL AS LAP FOR BUTT JOINTS. FOR HOT WATER PIPING, THICKNESS SHALL BE 1" FOR PIPE SIZES 3/4" AND LESS; 1-1/2" THICKNESS FOR PIPE SIZES 1" AND LARGER. CERTAINTEED, KNAUF, JOHNS-MANVILLE, OWENS-CORNING. C. FIBERGLASS BLANKET: UNFACED. THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.25 BTU-IN/HR-FT2-F AT A MEAN TEMPERATURE OF 50F. 1-1/2" THICKNESS. KNAUF, JOHNS-MANVILLE, OWENS-CORNING. D. PVC JACKET (FOR PIPE, FITTINGS AND VALVES): PRE-MOLDED POLYVINYL CHLORIDE (PVC) JACKETS, 0.020" THICKNESS. SIZE TO MATCH APPLICATION. PROVIDE SOLVENT WELD ADHESIVE AND PVC VAPOR BARRIER PRESSURE SEALING TAPE BY SAME MANUFACTURER. ZESTON. E. VAPOR BARRIER COATING: CHILDERS CP-30, FOSTER 30-25. F. LAGGING ADHESIVE: CHILDERS CP-50A, FOSTER 30-36. G. INSULATING TAPE: GROUND VIRGIN CORK AND SYNTHETIC ELASTOMERIC. BLACK, ODORLESS, AND NON-TOXIC. K FACTOR 0.43 BTU-IN/HR-FT2-F OR LESS. NON-SHRINKING. FOR OUTDOOR USE, PROVIDE PROTECTIVE FINISH BY SAME MANUFACTURER. HALSTEAD. 2.3 FIXTURES A. GENERAL: PROVIDE ROUGH-IN FOR AND INSTALL ALL PLUMBING FIXTURES SHOWN ON DRAWINGS. EXCEPT IN EQUIPMENT ROOMS, ALL TRIM, VALVES AND PIPING NOT CONCEALED IN WALL STRUCTURE, ABOVE CEILING OR BELOW FLOORS, SHALL BE BRASS WITH POLISHED CHROME PLATE FINISH, UNLESS NOTED OTHERWISE. ALL ENAMELED FIXTURES SHALL BE ACID RESISTING. STANDARD COLOR IS WHITE UNLESS OTHERWISE NOTED. B. SCHEDULE: REFER TO PLUMBING FIXTURE SCHEDULE ON THE DRAWINGS FOR LIST OF FIXTURES AND TRIM. MANUFACTURER'S MODEL NUMBERS ARE LISTED TO COMPLETE DESCRIPTION. EQUIVALENT MODELS OF AMERICAN STANDARD, ELJER, ELKAY, HAWS, KOHLER OR T&S BRASS ARE ACCEPTABLE. FOR DRAINAGE FIXTURES, EQUIVALENT MODELS OF JOSAM, SMITH OR ZURN ARE ACCEPTABLE. C. STOPS AND P-TRAPS: ALL FIXTURES SHALL BE PROVIDED WITH STOPS AND P-TRAPS AS APPLICABLE. WALL-MOUNTED FAUCETS, VALVES, ETC. SHALL HAVE INTEGRAL STOPS OR WALL-MOUNTED STOPS. 1. STOPS: ALL HOT AND COLD WATER SUPPLIES SHALL BE 1/2" I.P.S. INLET ANGLE STOPS WITH STUFFING BOX, LOOSE KEY LOCK SHIELD, AND BRASS RISER (3/8" FOR 2-1/2" GPM AND LESS, OTHERWISE 1/2"). MCGUIRE, SPEEDWAY. 2. P-TRAPS: SEMI-CAST BRASS, GROUND JOINT. 17-GAGE. CLEANOUT PLUG. UNOBSTRUCTED WATERWAY. CALIFORNIA TUBULAR, MCGUIRE. 2.4 EQUIPMENT A. GENERAL REQUIREMENTS: 1. CAPACITY: CAPACITIES SHALL BE IN ACCORDANCE WITH SCHEDULES SHOWN ON DRAWINGS. CAPACITIES ARE TO BE CONSIDERED MINIMUM. 2. DIMENSIONS: EQUIPMENT MUST CONFORM TO SPACE REQUIREMENTS AND LIMITATIONS AS INDICATED ON DRAWINGS AND AS REQUIRED FOR OPERATION AND MAINTENANCE. EQUIPMENT WILL NOT BE ACCEPTED THAT DOES NOT READILY CONFORM TO SPACE CONDITIONS. PREPARE AND SUBMIT LAYOUT DRAWINGS FOR ALL PROPOSED EQUIPMENT (DIFFERENT THAN SCHEDULED UNITS) SHOWING ACTUAL JOB CONDITIONS, REQUIRED CLEARANCES FOR PROPER OPERATION, MAINTENANCE, ETC.. 3. ELECTRICAL RATINGS: ELECTRICAL EQUIPMENT SHALL BE IN ACCORDANCE WITH NEMA STANDARDS AND UL OR ETL LISTED WHERE APPLICABLE STANDARDS HAVE BEEN ESTABLISHED. 4. PIPING: EACH ITEM OR ASSEMBLY OF ITEMS SHALL BE FURNISHED COMPLETELY PIPED FOR CONNECTION TO SERVICES. CONTROL VALVES AND DEVICES SHALL BE PROVIDED. EQUIPMENT REQUIRING DOMESTIC WATER FOR NON-POTABLE USE SHALL BE PROVIDED WITH BACKFLOW PREVENTER ACCEPTABLE FOR INTENDED USE BY LOCAL GOVERNING AUTHORITIES. 5. ELECTRICAL GENERAL REQUIREMENTS: EACH ITEM OR ASSEMBLY OF ITEMS SHALL BE FURNISHED COMPLETELY WIRED TO INDIVIDUAL TERMINAL BLOCKS FOR CONNECTION TO SINGLE BRANCH ELECTRICAL CIRCUIT. ALL ELECTRICAL ACCESSORIES AND CONTROLS REQUIRED BY EQUIPMENT SHALL BE FURNISHED. PROVIDE TERMINAL BLOCKS FOR CONTROLS AND INTERLOCKS NOT INCLUDED IN EQUIPMENT PACKAGE. CONTROLLERS AND OTHER DEVICES SHALL BE IN NEMA 1 OR 3R ENCLOSURES AS APPLICABLE. 6. ELECTRICAL WIRING: CONDUCTORS, CONDUIT, AND WIRING SHALL BE IN ACCORDANCE WITH ELECTRICAL SPECIFICATIONS. INDIVIDUAL ITEMS WITHIN ASSEMBLY SHALL BE SEPARATELY PROTECTED WITH DEAD FRONT, FUSED DISCONNECT, FUSE BLOCK, OR CIRCUIT BREAKER FOR EACH UNGROUNDED CONDUCTOR, ALL ACCESSIBLE ON OPERATING SIDE OF EQUIPMENT. SWITCHES, CONTACTS AND OTHER DEVICES SHALL BE IN UNGROUNDED CONDUCTORS. 7. ELECTRICAL SUBMITTALS: INCLUDED IN SHOP DRAWINGS SHALL BE INTERNAL WIRING DIAGRAMS AND MANUFACTURER'S RECOMMENDED EXTERNAL WIRING. B. WATER HEATER: ELECTRIC. GLASS-LINED TANK WITH MAGNESIUM ANODE PROTECTION. 150 PSI WORKING PRESSURE. FULLY INSULATED. AUTOMATIC TEMPERATURE CONTROL. HIGH LIMIT CONTROL. PROVIDE ASME RATED TEMPERATURE AND PRESSURE RELIEF VALVE SIZED IN ACCORDANCE WITH ENERGY INPUT, DIELECTRIC COUPLINGS AND DRAIN COCK. UL LISTED. A.O. SMITH, AMERICAN APPLIANCE, STATE INDUSTRIES. PART 3 - EXECUTION 3.1 PIPING INSTALLATION A. GENERAL: 1. PIPING LAYOUT: PIPING SHALL BE CONCEALED IN WALLS, ABOVE THE CEILINGS, OR BELOW GRADE UNLESS OTHERWISE NOTED. EXPOSED PIPING SHALL RUN PARALLEL TO ROOM SURFACES; LOCATION TO BE APPROVED BY THE ENGINEER. NO STRUCTURAL MEMBER SHALL BE WEAKENED BY CUTTING, NOTCHING, BORING OR OTHERWISE, UNLESS SPECIFICALLY ALLOWED BY STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS. WHERE SUCH CUTTING IS REQUIRED, REINFORCEMENT SHALL BE PROVIDED AS SPECIFIED OR DETAILED. ALL PIPING SHALL BE INSTALLED IN A MANNER TO ENSURE UNRESTRICTED FLOW, ELIMINATE AIR POCKETS, PREVENT ANY UNUSUAL NOISE, AND PERMIT COMPLETE DRAINAGE OF THE SYSTEM. ALL PIPING SHALL BE INSTALLED TO PERMIT EXPANSION AND CONTRACTION WITHOUT STRAIN ON PIPING OR EQUIPMENT. VERTICAL LINES SHALL BE INSTALLED TO ALLOW FOR BUILDING SETTLEMENT WITHOUT DAMAGE TO PIPING. PIPE SIZES INDICATED ON THE DRAWINGS ARE NOMINAL SIZES UNLESS OTHERWISE NOTED. PROVIDE SECONDARY DRAIN PIPING WHERE REQUIRED. 2. JOINTS: a. THREADED: PIPE SHALL BE CUT SQUARE AND REAMED TO FULL SIZE. THREADS SHALL BE IN ACCORDANCE WITH ANSI B2.1. JOINT COMPOUND OR TAPE SUITABLE FOR CONVEYED FLUID SHALL BE APPLIED TO MALE THREAD ONLY. JOINTS SHALL BE MADE WITH THREE THREADS EXPOSED. b. WELDED OR BRAZED: FILLER ROD SHALL BE OF SUITABLE OR THE SAME ALLOY AS PIPE. BRAZING FILLER METAL SHALL HAVE A MINIMUM MELTING POINT OF 1100F. WELDING OR BRAZING SHALL BE PERFORMED BY A CERTIFIED WELDER OR BRAZER AS CERTIFIED BY AN ORGANIZATION/INSTITUTION THAT USES STANDARDS RECOGNIZED BY THE AMERICAN WELDING SOCIETY (AWS) AND MEETS THE REQUIREMENTS OF THE ASME BOILER AND PRESSURE VESSELS CODE, SECTION 9. c. OPEN ENDS: OPEN ENDS OF PIPING SHALL BE CAPPED DURING PROGRESS OF WORK TO PRECLUDE FOREIGN MATTER. d. ELECTRICAL EQUIPMENT: PIPING SHALL NOT BE RUN OVER ELECTRICAL PANELS, MOTOR CONTROL CENTERS OR SWITCHBOARDS. 3. FITTINGS AND VALVES: a. STANDARD FITTINGS: ALL JOINTS AND CHANGES IN DIRECTION SHALL BE MADE WITH STANDARD FITTINGS. CLOSE NIPPLES SHALL NOT BE USED. b. UNIONS: A UNION SHALL BE INSTALLED ON THE LEAVING SIDE OF EACH VALVE, AT ALL SIDES OF AUTOMATIC VALVES, AT EQUIPMENT CONNECTIONS, AND ELSEWHERE AS NECESSARY FOR ASSEMBLY OR DISASSEMBLY OF PIPING. c. VALVES: ALL VALVES SHALL BE FULL LINE SIZE. PROVIDE SHUT_OFF VALVE FOR EACH BUILDING AND EACH EQUIPMENT CONNECTION. PROVIDE SHUT_OFF VALVE AT EACH POINT OF CONNECTION TO EXISTING PIPING. AT EQUIPMENT CONNECTIONS, VALVES SHALL BE FULL SIZE OF UPSTREAM PIPING, EXCEPT THAT GAS VALVES WITHIN 18" OF THE POINT OF CONNECTION TO THE EQUIPMENT MAY BE THE SAME SIZE AS THE EQUIPMENT CONNECTION. d. VALVE ACCESSIBILITY: ALL VALVES SHALL BE LOCATED SO THAT THEY ARE EASILY ACCESSIBLE. VALVES LOCATED ABOVE CEILINGS SHALL BE INSTALLED WITHIN 24" OF THE CEILING. REFER TO SPECIFICATION 200000 FOR ACCESS REQUIREMENTS. 4. PIPE SUPPORT: a. GENERAL: HANGERS SHALL BE PLACED TO SUPPORT PIPING WITHOUT STRAIN ON JOINTS OR FITTINGS. MAXIMUM SPACING BETWEEN SUPPORTS SHALL BE AS SPECIFIED BELOW. ACTUAL SPACING REQUIREMENTS WILL DEPEND ON STRUCTURAL SYSTEM. SIDE BEAM CLAMPS SHALL BE PROVIDED WITH RETAINING STRAPS TO SECURE THE CLAMP TO THE OPPOSITE SIDE OF THE BEAM. VERTICAL PIPING SHALL BE SUPPORTED WITH RISER CLAMP AT 20' ON CENTER (MAXIMUM). SUPPORT PIPE WITHIN 12" OF ALL CHANGES IN DIRECTION. SUPPORT INDIVIDUAL PIPES WITH PIPE HANGER. COPPER PIPING SYSTEMS WHICH PROTRUDE THROUGH A SURFACE FOR CONNECTION TO A FIXTURE STOP OR OTHER OUTLET SHALL BE SECURED WITH A DROP ELL, GRINNELL NO. 9788; NIPPLE THROUGH SURFACE SHALL BE THREADED BRASS. 1) PRESSURE PIPE: MAXIMUM SPACING* PIPE SIZE (INCHES) BETWEEN SUPPORTS (FT.) COPPER SCH. 40 PLASTIC STEEL 1/2 6 6 4 3/4 6 8 4 1 6 8 4 1-1/4 6 10 4 1-1/2 6 10 4 2 10 10 4 2-1/2 10 10 4 3 10 10 4 4 10 10 4 *BASED ON STRAIGHT LENGTHS OF PIPE WITH COUPLINGS ONLY. PROVIDE ADDITIONAL SUPPORTS FOR EQUIPMENT, VALVES OR OTHER FITTINGS. PLASTIC PIPING SHALL BE SUPPORTED PER THE MANUFACTURER'S RECOMMENDATIONS. SEISMIC REQUIREMENTS MAY REDUCE MAXIMUM SPACING. 2) GRAVITY DRAIN PIPE: PIPING SHALL BE SUPPORTED AT EACH LENGTH OF PIPE OR FITTING, BUT IN NO CASE AT GREATER SPACING THAN INDICATED ABOVE FOR PRESSURE PIPE. b. HOT AND COLD WATER PIPING: ALL HOT AND COLD WATER PIPING SHALL HAVE ISOLATION SHIELD; NO PORTION OF THIS PIPING SHALL TOUCH THE STRUCTURE WITHOUT AN ISOLATING SHIELD EXCEPT AT ANCHOR POINTS FOR FIXTURE ROUGH-IN. c. TRAPEZE: TRAPEZE HANGERS OF CONSTRUCTION CHANNEL AND PIPE CLAMPS MAY BE USED. SUBMIT DESIGN TO ENGINEER FOR REVIEW. 5. MISCELLANEOUS: a. ESCUTCHEONS: PROVIDE CHROME PLATED METAL ESCUTCHEONS WHERE PIPING PENETRATES WALLS, CEILINGS, OR FLOORS IN FINISHED AREAS. b. PIPE SLEEVES: ALL PIPING PASSING THROUGH CONCRETE SHALL BE PROVIDED WITH PIPE SLEEVES. ALLOW 1" ANNULAR CLEARANCE BETWEEN SLEEVE AND PIPE FOR PIPING 3" AND SMALLER, OTHERWISE 2" ANNULAR CLEARANCE. PIPING THROUGH WALLS BELOW GRADE SHALL BE SEALED WITH LINK-SEAL. c. EXPOSED PIPE AT FIXTURES: PIPING EXTENDING FROM FINISHED SURFACES INTO A FINISHED ROOM SHALL BE CHROME PLATED BRASS, EXCEPT UNDER KITCHEN SINKS IN COMMERCIAL KITCHENS. B. SANITARY SEWER: 1. GENERAL: WHERE INVERTS ARE NOT INDICATED, SANITARY SEWER PIPING SHALL BE INSTALLED AT 1/4" PER FOOT PITCH. PIPING 4" AND LARGER MAY BE INSTALLED AT 1/8" PER FOOT PITCH WHERE STRUCTURAL OR OTHER LIMITATIONS PREVENT INSTALLATION AT A GREATER PITCH. BELL AND SPIGOT PIPING SHALL BE INSTALLED WITH BARREL ON SAND BED; EXCAVATE HOLE FOR BELL. 2. CLEANOUTS: INSTALL CLEANOUTS AT ENDS OF LINES, AT CHANGES OF DIRECTION GREATER THAN 45 DEGREES, AND NOT GREATER THAN 100 FOOT INTERVALS. LOCATE INTERIOR CLEANOUTS IN ACCESSIBLE LOCATIONS AND BRING FLUSH TO FINISHED SURFACE. 3. VENTS: VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE THE ROOF NOR LESS THAN 24" FROM ANY VERTICAL SURFACE NOR WITHIN 10' OF ANY OUTSIDE AIR INTAKE. INSTALL HORIZONTAL VENT LINES AT 1/4" PER FOOT PITCH. OFFSET VENTS 2' MINIMUM FROM GUTTERS, PARAPETS, RIDGES AND ROOF FLASHING. C. WATER PIPING: CONNECTIONS TO BRANCHES AND RISERS SHALL BE MADE FROM TOP OF MAIN. SUPPLY HEADER IN FIXTURE BATTERY SHALL BE FULL SIZE TO LAST FIXTURE, REDUCING IN SIZE ONLY ON INDIVIDUAL CONNECTIONS TO EACH FIXTURE IN BATTERY. MINIMUM PIPE SIZE SHALL BE 3/4", UNLESS OTHERWISE NOTED. EXPOSED FIXTURE STOPS AND FLUSH VALVES SHALL BE INSTALLED WITH BRASS NIPPLES FOR COPPER PIPING AND GALVANIZED NIPPLES FOR GALVANIZED PIPING. NIPPLES ARE TO EXTEND FROM OUTSIDE OF WALL TO FITTING AT HEADER OR DROP BEHIND FINISH WALL SURFACES. PIPE NIPPLES SHALL BE SAME SIZE AS STOP OR FLUSH VALVE. PROVIDE SHUT OFF FOR EACH BUILDING AND EACH CONNECTION TO EQUIPMENT. SHOCK ABSORBERS SHALL BE INSTALLED IN A VERTICAL POSITION PER MANUFACTURER'S INSTRUCTIONS AND PER PDI-WH 201 WHERE FLUSH VALVES, METERING FAUCETS OR OTHER FAST ACTING VALVES ARE CONNECTED TO THE DOMESTIC PIPING SYSTEM. ONLY EQUIPMENT MOUNTED ON VIBRATION ISOLATORS SHALL BE CONNECTED WITH FLEXIBLE CONNECTIONS. UNDERGROUND HOT WATER AND COLD WATER PIPING WHICH RUN PARALLEL TO EACH OTHER SHALL BE INSTALLED A MINIMUM OF 3 FEET APART. D. DRAIN PIPING (INCLUDING CONDENSATE): INSTALL WITH CONSTANT PITCH TO RECEPTACLE, 1/4" PER FOOT WHERE POSSIBLE, OTHERWISE 1/8" PER FOOT MINIMUM. PROVIDE TEE WITH CLEAN-OUT PLUG AT ALL CHANGES OF DIRECTION. PROVIDE TRAP AT EACH AIR HANDLING UNIT TO PREVENT AIR LEAKAGE. ONLY EQUIPMENT MOUNTED ON VIBRATION ISOLATORS SHALL BE CONNECTED WITH FLEXIBLE CONNECTION. PIPING NOT CONCEALED IN WALL STRUCTURE, ABOVE CEILINGS OR BELOW FLOORS SHALL BE CHROME PLATED BRASS. E. PVC PIPING: SHALL BE CUT SQUARE AND ASSEMBLED PRIOR TO SOLVENT WELD. APPLY PRIMER PER MANUFACTURER'S RECOMMENDATIONS. COAT MALE JOINT FULLY WITH SOLVENT, MAKE JOINT BEFORE SOLVENT DRIES AND WIPE EXTERIOR CLEAN. 3.2 PIPING INSULATION INSTALLATION A. DOMESTIC HOT WATER: 1. GENERAL: ALL DOMESTIC HOT WATER PIPING, FITTINGS AND ACCESSORIES SHALL BE INSULATED. 2. PIPE: APPLY PRE-MOLDED FIBERGLASS SECTIONS TO PIPE USING INTEGRAL PRESSURE SEALING LAP ADHESIVE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STAGGER LONGITUDINAL JOINTS. SEAL BUTT JOINTS WITH FACTORY SUPPLIED PRESSURE SEALING TAPE. 3. PIPE INSULATION (MAXIMUM THERMAL CONDUCTIVITY - 0.23 BTU-IN/HR-FT2-F): INSULATE HOT WATER PIPING WITH 1" THICK FIBERGLASS WITH ALL SERVICE JACKET. 4. FITTINGS AND VALVES: WRAP ALL FITTINGS AND VALVES WITH PRE_CUT FIBERGLASS BLANKET TO THICKNESS MATCHING ADJOINING INSULATION. COVER BLANKET WITH PVC JACKET IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SOLVENT WELD. SEAL ALL JOINTS WITH FACTORY SUPPLIED PRESSURE SEALING VAPOR BARRIER TAPE WITH 1-1/2" (MIN.) OVERLAP ON BOTH SIDES OF JOINT. INSULATE VALVES TO STEM. DO NOT INSULATE UNIONS, FLANGES OR VALVES UNLESS WATER TEMPERATURE EXCEEDS 140ºF OR THE PIPING IS EXPOSED TO WEATHER. FOR MISCELLANEOUS FITTINGS AND ACCESSORIES FOR WHICH PVC JACKETS ARE NOT AVAILABLE OR WHERE PROXIMITY OF FITTINGS PRECLUDES A NEAT-APPEARING INSTALLATION, THE CONTRACTOR MAY COVER THE FIBERGLASS BLANKET WITH STRETCHABLE GLASS FABRIC, ONE COAT OF LAGGING ADHESIVE AND A FINAL COAT OF VAPOR BARRIER COATING. ALL EXPOSED ENDS OF INSULATION SHALL BE ADEQUATELY SEALED. 5. ADDITIONAL FINISH FOR EXPOSED PIPING AND EQUIPMENT: ALL PIPING AND EQUIPMENT EXPOSED TO VIEW BUT PROTECTED FROM THE WEATHER SHALL BE GIVEN AN ADDITIONAL FINISH OF PVC JACKETS. B. PIPING INSULATION UNDER DISABLED ACCESSIBLE LAVATORIES AND SINKS: HOT AND COLD WATER PIPING, HOT AND COLD WATER STOP AND DRAIN PIPING UNDER DISABLED ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED WITH 3/16" THICK MOLDED CLOSED CELL VINYL TO PREVENT ACCIDENTAL INJURY DUE TO CONTACT OR TEMPERATURE EXTREMES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER DISABLED ACCESSIBLE LAVATORIES AND SINKS. 3.3 FIXTURE INSTALLATION A. FLOOR DRAINS OR FLOOR SINKS: SHALL BE PLACED PARALLEL TO ROOM SURFACES, SET LEVEL, FLUSH WITH FLOOR, AND ADJUSTED TO PROPER HEIGHT TO DRAIN. COVER OPENINGS DURING CONSTRUCTION TO KEEP ALL FOREIGN MATTER OUT OF DRAIN LINE. B. OTHER CONNECTIONS: ROUGH-IN AND CONNECTION FOR TRIM OR FIXTURES SUPPLIED BY OTHERS SHALL BE INCLUDED IN THIS SPECIFICATION SECTION. 3.4 EQUIPMENT INSTALLATION A. GENERAL: IT SHALL BE THE RESPONSIBILITY OF THE EQUIPMENT TO INSURE THAT NO WORK DONE UNDER OTHER SPECIFICATION SECTIONS SHALL IN ANY WAY BLOCK, OR OTHERWISE HINDER THE EQUIPMENT. ALL EQUIPMENT SHALL BE SECURELY ANCHORED IN PLACE. B. CONNECTIONS TO EQUIPMENT: WHERE SIZE CHANGES ARE REQUIRED FOR CONNECTIONS TO EQUIPMENT, THEY SHALL BE MADE IMMEDIATELY ADJACENT TO THE EQUIPMENT AND, IF POSSIBLE, INSIDE THE EQUIPMENT CABINET. 3.5 TEST AND ADJUSTMENT A. GENERAL: UNLESS OTHERWISE DIRECTED, TESTS SHALL BE WITNESSED BY A REPRESENTATIVE OF THE ENGINEER. WORK TO BE CONCEALED SHALL NOT BE ENCLOSED UNTIL PRESCRIBED TESTS ARE MADE. SHOULD ANY WORK BE ENCLOSED BEFORE SUCH TESTS, THE CONTRACTOR SHALL, AT HIS EXPENSE, UNCOVER, TEST AND REPAIR ALL WORK TO ORIGINAL CONDITIONS. LEAKS AND DEFECTS SHOWN BY TESTS SHALL BE REPAIRED AND ENTIRE WORK RETESTED. TESTS MAY BE MADE IN SECTIONS, HOWEVER, ALL CONNECTIONS BETWEEN SECTIONS PREVIOUSLY TESTED AND NEW SECTION SHALL BE INCLUDED IN THE NEW TEST. B. GRAVITY SYSTEMS: 1. SANITARY SEWER: ALL ENDS OF THE SANITARY SEWER SYSTEM SHALL BE CAPPED AND LINES FILLED WITH WATER TO THE TOP OF THE HIGHEST VENT, 10' ABOVE GRADE MINIMUM. THIS TEST SHALL BE MADE BEFORE ANY FIXTURES ARE INSTALLED. TEST SHALL BE MAINTAINED UNTIL ALL JOINTS HAVE BEEN INSPECTED, BUT NO LESS THAN 2 HOURS. 2. DRAINS (INCLUDING CONDENSATE): SIMILAR TO SANITARY SEWER. C. PRESSURE SYSTEMS: 1. GENERAL: THERE SHALL BE NO DROP IN PRESSURE DURING TEST EXCEPT THAT DUE TO AMBIENT TEMPERATURE CHANGES. ALL COMPONENTS OF SYSTEM NOT RATED FOR TEST PRESSURE SHALL BE ISOLATED FROM SYSTEM BEFORE TEST IS MADE. 2. DOMESTIC HOT AND COLD WATER: MAINTAIN 100 PSIG WATER PRESSURE FOR 4 HOURS. 3.6 DISINFECTION A. DISINFECT ALL DOMESTIC WATER PIPING SYSTEMS IN ACCORDANCE WITH AWWA STANDARD C651, "AWWA STANDARD FOR DISINFECTING WATER MAINS", AND IN ACCORDANCE WITH ADMINISTRATIVE AUTHORITY. DISINFECTION PROCESS SHALL BE PERFORMED IN COOPERATION WITH HEALTH DEPARTMENT HAVING JURISDICTION AND WITNESSED BY A REPRESENTATIVE OF THE ENGINEER. DURING PROCEDURE SIGNS SHALL BE POSTED AT EACH WATER OUTLET STATING, "CHLORINATION - DO NOT DRINK". AFTER DISINFECTION, WATER SAMPLES SHALL BE COLLECTED FOR BACTERIOLOGICAL ANALYSIS. CERTIFICATE OF BACTERIOLOGICAL PURITY SHALL BE OBTAINED AND DELIVERED TO THE OWNER THROUGH THE ENGINEER. END OF SECTION Reviewed for Code Compliance
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K
20358PINOIRLAVATORY VITREOUS CHINA
K20358PINOIRLAVATORY VITREOUS CHINA / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / // DISPLAY AREA FITTING SALES BREAKROOM ART DARKROOM HEAT PRESS ROOM UNISEX RR ELECTRICAL ROOM BOOKKEEPING WORK AREA WAREHOUSE SAMPLE ROOM OFFICE UNISEX RR FITTING / / / / / / GENERAL NOTES PLUMBING DEMO FLOOR PLAN P-2.0 KEY NOTES # 1. DEMO (E) LAVATORY. DEMO ABOVE GROUND S AND CAP BEHIND FINISHED SURFACES. 2. DEMO (E) WATER CLOSET. 3. DEMO (E) WATER PIPING ABOVE CEILING. CAP AT MAIN FOR NEW. 4. (E) 1-1/4" G RISE TO ROOF. SEE SHEET P-3.0 FOR ROOF DEMO. 5. DEMO (E) VENT ABOVE CEILING. PRESERVE (E) 4" VTR FOR NEW. 6. DEMO (E) HOSE BIBB 7. DEMO (E) FLOOR SINK. CAP SEWER CONNECTION BELOW FINISH FLOOR. 8. DEMO (E) CLEANOUT. CAP SEWER CONNECTION FOR NEW. A. FIELD VERIFY SIZE AND LOCATION OF EXISTING LINES AND FIXTURES PRIOR TO COMMENCEMENT OF WORK. N P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 5 1 (E) 4" S (E) 1-1/2" CW (E) 4" S (E) 1-1/2" CW (E) 4" S (E) 1-1/2" CW 1 (E) S (E) CW 2 (E) S (E) CW (E) S (E) CW (E) V 3 (E) V 5 (E) V 5 3 3 4 (E) CW 36 87 (E) 4" VTR Reviewed for Code Compliance
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GENERAL NOTES PLUMBING FLOOR PLAN P-2.1 1. WH-1 MOUNTED ABOVE MOP SINK PER DETAIL 10/P-8.0. CONNECT TO (E) GAS LINE. 2. 3" S, 1-1/2" V, 3/4" CW & HW DOWN TO MOP SINK. 3. 3/4" CW & HW TO TANKLESS WATER HEATER. 4. POC OF (N) 1" CW TO (E) 1-1/2" CW. 5. POC OF (N) 2" S TO (E) 4" S. 6. POC OF (N) 3" S TO (E) 4" S. 7. POC OF (N) 4" S TO (E) 4" S. 8. 4" S, 2" V, 3/4" CW DN TO WATER CLOSET. 9. 2" S, 1-1/2" V, 3/4" CW FOR URINALS. 10. 2" S, 1-1/2" V, 3/4" CW/HW DN TO LAV/SINK. 11. 2" S, 1-1/2" V & 3/4" CW DN FOR DRINKING FOUNTAIN. 12. 2" S w/ TRAP, 1-1/2" V & 1/2" TRAP PRIMER CONNECTION FOR FLOOR DRAIN/SINK. SEE DETAIL 6/P-8.0 FOR CONNECTION. 13. PROVIDE (N) POINT OF USE WATER TO SUPPLY LAV. SEE DETAIL 3/P-8.0 FOR CONNECTION. 14. WALL CLEANOUT PER DETAIL 9/P-8.0 (TYP). 15. 3/4" CD DOWN FROM ROOF TO DRAIN TO MOP SINK. SEE SHEET P-3.1 FOR ROOF PLAN. 16. 1-1/4" G UP TO ROOF. SEE SHEET P-3.1 FOR ROOF PLAN. 17. 3/4" CD ROUTED FROM INDOOR UNIT TO LAV THROUGH WALL. CONNECT TO TAIL PIECE OF LAV PER DETAIL 8/P-8.0. 18. POC OF (N) 3" V TO (E) 4" VTR A. SEE DETAIL 7/P-8.0 FOR TYPICAL PIPE SUPPORTS. B. FIELD VERIFY SIZE AND LOCATION OF EXISTING LINES AND FIXTURES PRIOR TO COMMENCEMENT OF WORK. N P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 CITY OF ATWATER PLAN CHECK CORRECTIONS DATED: 09-13-23 1 1 WH-1TP-1 3/4" CW 3/4" CW 3/4" CW 3/4" CW (E) 1-1/2" CW (E) 1-1/2" CW 3/4" CW 1" CW TP-1 3/4" HW 3 4 1" CW 3/4" CW 1" CW 3/4" CW 3/4" CW 3/4" CW 3/4" CW 2" S 3" S 3" S 3" S 2" S 3" S 2" S 3" S 3" S 4" S 2" S (E) 4" S (E) 4" S (E) 4" S 2" S 4" S 2" S 3/4" CW 2" V2" V 2" V 2" V 2" V 2" V 4" S 2" V 3/4" CW 3" V (E) 4" VTR 7 6 5 6 6 5 8 WC-2 WC-1 8 8 WC-1 9 U-1 FD-1 12 FD-1 12 FD-1 12 10 L-1 10 L-1 2" V MS-1 2 KS-1 10 14 WCO-1 14 WCO-1 13 WH-2 1516 WH-2 13 17 11 DF-1 8 KEY NOTES # 1 1 Reviewed for Code Compliance
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PLUMBING DEMO ROOF PLAN P-3.0 1. (E) 1-1/4" RISE FROM METER. PRESERVE (E) GAS PENETRATION THRU ROOF FOR NEW. 2. DEMO (E) GAS LINES. 3. DEMO (E) CONDENSATE LINES. 4. (E) ROOF DRAIN AND RWL TO REMAIN.

P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 N (E) 3/4" G GENERAL NOTES A. FIELD VERIFY SIZE AND LOCATION OF EXISTING LINES PRIOR TO COMMENCEMENT OF WORK. (E) 3/4" CD (E) 3/4" CD (E) 3/4" G (E) 3/4" CD 2 2 1 3 3 (E) 4" VTR (E) RD (E) RD (E) RWL (E) RWL KEY NOTES # Reviewed for Code Compliance
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G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG

CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD CD CD G G PLUMBING ROOF PLAN P-3.1 1. 1-1/4" G RISE FROM METER. SEE SHEET P-2.1 FOR CONTINUATION. 2. 3/4" CD DN TO MOP SINK. SEE SHEET P-2.1 FOR CONTINUATION. 3. CONNECT 3/4" CD TO MECHANICAL UNIT PER DETAIL 4/P-8.0. 4. CONNECT 3/4" G TO MECHANICAL UNIT. PROVIDE (N) GAS DIRT LEG PER DETAIL 2/P-8.0 P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 N 3/4" G GENERAL NOTES A. SEE DETAIL 1/P-8.0 FOR TYPICAL ROOF PIPE SUPPORTS 3/4" CD 1 1-1/4" G 1-1/4"G 3/4" CD 1" G 3/4" CD 3/4"G 3/4"G 3/4" CD 3/4"G 3/4" CD 2 3 3 3 3 4 4 4 4 (E) 4" VTR CD CD (E) RD (E) RD (E) RWL (E) RWL CD 3/4"CD 3/4"G KEY NOTES # Reviewed for Code Compliance
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PLUMBING DETAILS P-8.0
P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 CITY OF ATWATER PLAN CHECK CORRECTIONS DATED: 09-13-23 1 NTSdb CONDENSATE DRAIN CONN. PLUG FOR DRAW THRU UNITS. CAPPED TEE FOR CLEANOUT. NEOPRENE HOSE. (SAME SIZE AS CONDENSATE DRAIN). STAINLESS STEEL HOSE CLAMPS. CONDENSATE DRAIN. SEE PLAN FOR SIZE AND CONTINUATION. MECH. EQUIP. 1" MIN. 3" MIN. THREADED CLEANOUT PLUG. CLEANOUT TEE. FINISH WALL. COVER PLATE w/ SECURING SCREW. TAPER THREAD BRONZE PLUG. WALL CLEANOUT WALL. CONDENSATE DRAIN LINE FROM A/C UNIT (SEE MECH. DWG'S FOR SIZE). CHROME PLATED EXCUTCHEON. CHROME PLATED COPPER TUBING. FINISH FLOOR. 1-1/2" TAILPIECE. TEE CONNECTION. 1-1/4" TAILPIECE. LAVATORY OR SINK. COPPER TUBING. NOTE: CHECK WITH LOCAL JURISDICTION FOR CONDENSATE CONNECTION TO TAILPIECE CONDENSATE TERMINATION TO LAVATORY TAILPIECE3/4" RUBBER HOSE AT CONNECTION FLOOR DRAIN/SINK. TRAP. (SAME SIZE AS DRAIN LINE) FLUSH WITH CONCRETE SURFACE. FLOOR DRAIN / SINK CONN. TRAP SEAL PRIMER CONNECTOR 1/2" CW BELOW GRADE TO TRAP PRIMER. (SEE PLAN FOR ROUTING) DRAIN OUTLET. (SEE SCHEDULE FOR SIZES) DRAIN LINE (SEE PLAN FOR SIZES) PIPE HANGER SUPPORT PIPE HANGER. PIPE, (TYP.) 3/8" Ø ROD. SEE STRUCTURAL FOR UPPER ATTACHMENT. NTS NTS NTS NTS NTS NTS 14 POINT OF USE WATER HEATER HC C.W. COPPER TUBE INLET. (SUPPLY TO INSTANTANEOUS WATER HEATER) DUAL OUTLET ANGLE VALVE. SINK. INSTANTANEOUS WATER HEATER MOUNTED ON BACK WALL OF CABINET. H.W. COPPER TUBING TO SINK FAUCET. PROVIDE ISOLATION VALVE AT INLET & OUTLET OF WATER HEATER. CONNECT TO WATER HEATER INLET & OUTLET W/ SS BRAIDED FLEXIBLE HOSES. NIPPLE. CAP. 3" MINIMUM. TEE FITTING. SHUT-OFF VALVE. GAS SUPPLY. TOUNIT. UNION. SEE PLAN FOR SIZE. NTS 2" MIN B-LINE B2000 SERIES MISCELANEOUS PIPE PIPE CLAMP. (TYP.) FINISHED ROOFING ON ROOF. SEE PLANS FOR PIPE SIZES. REQUIRED SPACING. SEE SMACNA FOR 1. 2. NOTES: ELECTRICAL CONDUIT BY ELECTRICAL CONTRACTOR. PROVIDE 'B-LINE' C-SERIES ROOF SUPPORT WITH 14 GA. CHANNEL. LENGTH AS REQUIRED. 3" 3" 3/16" DIA. LAG BOLT. WITH WASHERS UNDER (E) ROOF SUBSTRATE INTO ROOF SUPPORT 2"
(MIN.)
2"
(MIN.) ROOFING MASTIC H.W. RETURN G H.W. SUPPLY 3/4" P.T. RELIEF VALVE. SEE PLAN FOR CONT. GAS FIRED WATER HEATER. C.W. SUPPLY CONNECT EXHAUST TO EXISTING FLUE. DIRT LEG. SEE TANKLESS WATER HEATER - GAS NTS 1WH DETAIL 2/P-8.0. CONTROLLED AQUASTAT. EXP. TANK. MOUNT BOTTOM OF WH AT +5'-0" ABOVE FINISH GRADE. ANCHOR TO WALL WITH 1/4"x2-1/2" LAGS. PROVIDE BLOCKING. INSTALL AIR INTAKE PER MANUFACTURER CIRC. PUMP GUIDELINES. 1

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MECHANICAL SCHEDULES, LEGEND, AND GENERAL NOTES M-0.0 M-0.0 MECHANICAL SCHEDULES, LEGEND, AND GENERAL NOTES M-0.1 MECHANICAL SPECIFICATIONS M-2.1 MECHANICAL FLOOR PLAN M-3.0 MECHANICAL DEMO ROOF PLAN M-3.0 MECHANICAL ROOF PLAN M-8.0 MECHANICAL DETAILS M-9.0 TITLE 24 DOCUMENTATION M-9.1 TITLE 24 DOCUMENTATION SHEET INDEX GENERAL NOTES SYMBOL ITEM ABBR. SYMBOL ITEM EXISTING BELOW FLOOR BELOW GRADE CONTINUATION ABOVE CEILING (E) NEW (N) CONT BEL FLR BEL GR ABV CLG AND ATABOVE FINISHED FLOOR AFF

T DIGITAL INPUT ANALOG OUTPUT DIGITAL OUTPUT ANALOG INPUT FLOW SWITCH CURRENT SENSOR PRESSURE STATION AIR FLOW STATION TEMPERATURE SENSOR DIFFERENTIAL PRESSURE SWITCH AODI PSDOAI FSCS AFS TS DPS BLIND FLANGE BLF M
T BFC REMOTE T'STAT WITH SENSOR IN DUCT MOTORIZED DAMPER PIPING CAP BELOW FINISH CEILING VOLUME CONTROL DAMPER WITH LOCKING QUADRANT FIRE/SMOKE DAMPER WITH ACCESS PANEL CUBIC FEET OF AIR PER MINUTE THERMOSTAT; THERMOSTAT LABEL EXAMPLE : THERMOSTAT FOR AC-1 POINT OF CONNECTION TO EXISTING 2 M2023 M400 DETAIL REFERENCE EXAMPLE: DETAIL 2, SHEET M202 SECTION REFERENCE EXAMPLE: SECTION 3, SHEET M400 AC-1 REMOVE / DEMO EXISTING (DESIGNATED) -OR- CO CO SENSOR 2 DD DUCT DETECTOR SD SMOKE DETECTOR MAKE-UP AIR UNIT MAU THROUGH THRU AIR HANDLER UNIT AHU DIA CALIFORNIA PLUMBING CODE CPC CALIFORNIA MECHANICAL CODE CMC GALLONS PER HOUR GPH SPECIFICATION SPEC HD HEAT DETECTOR EXISTING DUCT (DESIGNATED) REMOVE/ DEMO EXISTING DUCT (DESIGNATED) FIRE DAMPER W/MOTORIZED RESET AND ACCESS DOOR EF8 A 8"x8" 100 CFM1 KEYNOTE NEW EQUIPMENT TAG EXAMPLE: DESCRIPTION EF, MARK NUMBER 8 NEW GRILLE TAG EXAMPLE: GRILLE MARK A NECK SIZE: 8"x8" / AIRFLOW: 100 CFM AIR CONDITIONING AC BACKDRAFT DAMPER BDD BRITISH THERMAL UNIT BTU BRITISH THERMAL UNIT PER HOUR BTUH EXHAUST AIR EA EXHAUST FAN EF EXHAUST EXH # NUMBER NO. ELBOW ELL RETURN AIR RA SUPPLY AIR SA BYPASS TIMER TWO-WAY CONTROL VALVE THERMOMETER GLOBE VALVE GATE VALVE PLUG VALVE PRESSURE RELIEF VALVE UNION INSTRUMENT WELL FLOW SWITCH "Y" TYPE STRAINER FLEXIBLE CONNECTION POUNDS PER SQUARE INCH PSI POUNDS PER SQUARE INCH ABSOLUTE PSIA POUNDS PER SQUARE INCH GAUGE PSIG POLYVINYL CHLORIDE PVC RECTANGULAR OR ROUND DUCT (SIZE PER PLAN) EXHAUST AIR DUCT DROP RETURN AIR DUCT DROP OUTSIDE AIR DUCT RISE OUTSIDE AIR DUCT DROP MECHANICAL LEGEND SECURITY BARS PRESSURE GAGE BALL VALVE BALANCING COCK PETE'S PLUG BUTTERFLY VALVE CHECK VALVE CONCENTRIC REDUCER TYPICAL (TYP) WITH W/ WITHOUT W/O VARIABLE AIR VOLUME UNIT VAV VARIABLE REFRIGERANT FLOW VRF CHWR CHILLED WATER SUPPLY CHWS CHILLED WATER RETURN CHWS CHWR

A COMPRESSED AIR
A CW DOMESTIC COLD WATER HWR HOT WATER SUPPLY HWS HOT WATER RETURN CONDENSER WATER SUPPLY HWS HWR CWS CWS CWR CONDENSER WATER RETURN CWR db REFRIGERANT DISCHARGE REFRIGERANT LIQUID REFRIGERANT SUCTION RDRL RDRL RS RSCDCR STEAM SUPPLYS STEAM CONDENSATE RETURN CONDENSATE DRAIN SCRCD MECHANICAL SCHEDULES 1. COORDINATION OF WORK: LAYOUT OF MATERIALS, EQUIPMENT AND SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY. 2. THE ACTUAL LOCATION OF ALL MATERIALS, PIPING, DUCTWORK, FIXTURES, EQUIPMENT, SUPPORTS, ETC. SHALL BE CAREFULLY PLANNED, PRIOR TO INSTALLATION OF ANY WORK TO AVOID ALL INTERFERENCES WITH EACH OTHER, OR WITH STRUCTURAL, ELECTRICAL, ARCHITECTURAL OR OTHER ELEMENTS. 3. VERIFY THE PROPER VOLTAGE AND PHASE OF ALL EQUIPMENT WITH THE ELECTRICAL PLANS. ALL CONFLICTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO THE INSTALLATION OF ANY WORK OR THE ORDERING OF ANY EQUIPMENT. 4. PROVIDE ALL DUCT TRANSITION PIECES AND FITTINGS REQUIRED TO ACCOMMODATE MECHANICAL EQUIPMENT CONNECTIONS, STRUCTURE, ARCHITECTURAL ELEMENTS, AND CHANGES IN DUCT SIZES. 5. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY SMACNA AND CHAPTER 6 OF THE 2022 CMC. 6. ALL DUCTWORK AND PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF 2022 CMC. INSULATION MATERIALS SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 110.8, 120.3, AND 120.4 OF THE 2022 CALIFORNIA ENERGY CODE. 7. ALL DUCT SIZES SHOWN ARE NET INSIDE DIMENSIONS. 8. DUCTWORK SHALL BE SHEET METAL CONSTRUCTED IN COMPLETE CONFORMANCE WITH CMC LATEST EDITION, CHAPTER 6 AND THE LATEST SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 9. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR THE OWNER REPRESENTATIVE. 10. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS (SUPPLY, RETURN, OSA AND EXHAUST) FOR SYSTEM BALANCING. 11. HANDLE, STORE AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS AND AS DIRECTED IN THE PROJECT MANUAL. 12. ALL AIR SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED TO MEET THE REQUIRED FLOW. TAB METHODOLOGY SHALL BE SUBMITTED TO OWNER REPRESENTATIVE PRIOR TO IMPLEMENTATION AND IN ACCORDANCE WITH PROJECT SEQUENCING. 13. LEAN CONCRETE SHALL BE USED AS BACK FILL WHERE UTILITY TRENCHES EXTEND FROM THE EXTERIOR TO THE INTERIOR LIMITS OF THE BUILDING. LEAN CONCRETE SHALL EXTEND A MINIMUM DISTANCE OF TWO (2) FEET LATERALLY ON EACH SIDE OF THE EXTERIOR BUILDING LINE AND A MINIMUM OF SIX (6) INCHES ABOVE FOOTING PENETRATION. PACKAGE ROOFTOP UNIT SCHEDULE DESIGNATION HC-1 HC-3 HC-4 VOLTS / PHASE 208 / 3 208 / 3 208 / 3 MCA / MOCP 21 / 30 36 / 45 26 / 30 FLA 20 37 26 EER @ ARI 10.20 12.20 10.19 BLOWERSUPPLY AIR (CFM) 1200 2400 1600 EXTERNAL SP (IN. WC) 0.3 0.3 0.3 O.S.A. (CFM) 300 480 400 HP / BHP - / 0.25 - / 0.67 - / 0.59COOLINGNOMINAL TONS 3 6
4 TOTAL (MBH) 31.42 65.86 44.07 SENSIBLE (MBH) 28.17 57.47 41.28 EADB / EAWB (°F) 83.3 / 65.9 81.8 / 65.5 83.3 / 65.9 AMBIENT AIR (°F) 105 105 105 HEATINGINPUT CAP. (MBH) 50 55 50 OUTPUT CAP. (MBH) 40 41 40 FUEL GAS GAS GAS AFUE (%) 81 82 81FILTERSQTY / SIZE 2 / 16"x25"x2" 4 / 16"x20"x2" 2 / 16"x25"x2" EFFICIENCY MERV-13 MERV-13 MERV-13 MANUFACTURER CARRIER CARRIER CARRIER TYPE ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT MODEL NUMBER 48GCDJ04A2M5-3A0A0 48GCDM07A2M5-3A0A0 48GCDJ05A2M5-3A0A0 *OPER. WT (LBS) 920 1178 967 ACCESSORIES - - - *WEIGHT INCLUDES EQUIPMENT, CURB, AND POWERED EXHAUST POWERED EXHAUST SCHEDULE DESIGNATION PE-1 PE-3 PE-4 HC UNIT MOUNTING HC-1 HC-3 HC-4 VOLT / PHASE 208 / 3 208 / 3 208 / 3 MCA / MOCP 4.9 / 8.8 8.0 / 14.4 4.9 / 8.8 FLA 3.9 6.4 3.9 MANUFACTURER MICROMETL MICROMETL MICROMETL MODEL NUMBER PECD-SRT12CB-D0DB-2LH-4 PECD-SRT12CB-D0DB-2L1-4 PECD-SRT12CB-D0DB-2LH-4 OPER. WT. (LBS) 191 191 191 NOTES - - - EXHAUST FAN SCHEDULE DESIGNATION EF-1 EF-2 EF-3 CFM 140 100 300 EXT. SP (IN.WC) 0.25 0.25 0.25 HP 0.02 0.011 0.042 VOLTS / PHASE 115 / 1 115 / 1 115 / 1 MOTOR RPM 1626 1492 1250 SONES 5 4
6 DRIVE DIRECT DIRECT DIRECT MOUNTING ROOF ROOF ROOF MANUFACTURER LOREN COOK LOREN COOK LOREN COOK TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL MODEL NUMBER 70 ACRUH 70 ACRUH 90 ACRUH CONTROL NOTE 1 NOTE 1 NOTE 1, 2 SERVICE ROOM # 108, 109 113 112 OPER. WT. (LBS) 12 12 13 ACCESSORIES - - - 1. PROVIDE WITH EC SPEED CONTROLLER. 2. INTERLOCK WITH KITCHEN EQUIPMENT. GRILLE SCHEDULE DUTY DESCRIPTION A LAY-IN CEILING SUPPLY TITUS MODEL PMC (TYPE 3) PERFORATED CORE STEEL DIFFUSER FOR LAY-IN TILE CEILING, STANDARD PERFORATED FACE, FIELD REPOSITIONABLE FIXED LOUVER CORES, SQUARE/ROUND NECK, WHITE FINISH. LAY-IN CEILING RETURN/EXHAUST TITUS MODEL 350FL (TYPE 3) ALUMINUM RETURN/EXHAUST GRILLE FOR LAY-IN CEILING, 35° DEFLECTION, 3/4" BLADE SPACING AND PAINTABLE SURFACE FINISH FOR COLOR MATCHING WITH DUCT.

C SURFACE MOUNT CEILING EXHAUST TITUS MODEL 355FL (TYPE 1) ALUMINUM GRILLE FOR SURFACE MOUNTING, 35° DEFLECTION, 1/2" BLADE SPACING, SQUARE NECK, CONCEALED FASTENERS. PROVIDE PAINTABLE SURFACE FINISH FOR COLOR MATCHING WITH ADJACENT CEILING.

D SURFACE MOUNT CEILING SUPPLY TITUS MODEL TDC (TYPE 1) STEEL LOUVER DIFFUSER FOR SURFACE MOUNTING, CONCEALED FASTENERS, SQUARE OR RECTANGULAR NECK, AND NO. 26 WHITE FINISH.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 INDOOR UNIT SCHEDULE DESIGNATION IDU-1 VOLTS / PHASE 208 / 1 MCA / MOCP POWERED BY ODU-1 FLA POWERED BY ODU-1 EER @ ARI 15.8 BLOWERSUPPLY AIR (CFM) 335 EXTERNAL SP (IN. WC) 0 DESIGN O.S.A. (CFM) 0 HP - MOTOR TYPE - COOLINGNOMINAL TONS 1 TOTAL (MBH) 11.19 SENSIBLE (MBH) 8.02 REFRIGERANT TYPE R410A EADB / EAWB (°F) 80 / 67 AMBIENT AIR (°F) 95HEATINGCAPACITY @ 47°F (MBH) 9023.7 COP @ 47°F 3.9FILTERSNOTE - MANUFACTURER CARRIER TYPE HIGH WALL MODEL NUMBER 40MAHBQ06XA3 OPER. WT (LBS) 22.71 OUTDOOR UNIT SCHEDULE DESIGNATION ODU-1 VOLTS / PHASE 208 / 1 MCA / MOCP 13 / 15 FLA 0.25 COOLING CAPACITY (MBH) 6 AMBIENT AIR (°F) 105 MANUFACTURER CARRIER TYPE HEAT PUMP MODEL NUMBER 38MARBQ06AA3 LOCATION ROOF OPER. WT (LBS) 63.7 ACCESSORIES - Reviewed for Code Compliance
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MECHANICAL SPECIFICATIONS M-0.1 SECTION 230000 HEATING, VENTILATING AND AIR CONDITIONING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS DIVISION. 1.2 CODES AND REGULATIONS: ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: A. 2022 CALIFORNIA BUILDING CODE B. 2022 CALIFORNIA MECHANICAL CODE C. 2022 CALIFORNIA PLUMBING CODE D. CALIFORNIA CODE OF REGULATIONS, TITLE 8, INDUSTRIAL RELATIONS E. CALIFORNIA CODE OF REGULATIONS, TITLE 24, BUILDING STANDARDS F. LOCAL CODES 1.3 SCOPE: PROVIDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETE, LAWFUL AND OPERATING SYSTEMS AS SHOWN OR NOTED ON THE DRAWINGS OR AS SPECIFIED HERE. THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: A. AIR DISTRIBUTION SYSTEM. B. ALL EQUIPMENT AS SHOWN OR NOTED ON THE DRAWINGS OR AS SPECIFIED. C. SYSTEM ENERGY BALANCE. D. TEMPERATURE CONTROL SYSTEM. PART 2 - PRODUCTS 2.1 DUCTWORK MATERIALS A. GENERAL: ALL DUCTWORK MATERIALS SHALL HAVE FIRE AND SMOKE HAZARD RATINGS AS TESTED UNDER ASTM E_84 AND UL 723 NOT EXCEEDING A FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50. SHALL COMPLY WITH 1994 UMC STANDARD 6-1. B. METAL DUCTWORK: METAL DUCTWORK SHALL BE GALVANIZED SHEET STEEL, LOCK FORMING QUALITY, ASTM A_653, WITH GAGE AND CONSTRUCTION TO MATCH SMACNA STANDARD FOR PRESSURE REQUIRED (26 GAGE MINIMUM). C. FLEXIBLE DUCTWORK: INSULATED FLEXIBLE DUCTWORK. 1 LB/FT3 GLASS FIBER INSULATION, 1" THICK. R-6. SEAMLESS VAPOR BARRIER JACKET. DUCT SHALL COMPLY WITH NFPA 90A. CONTINUOUS INTERNAL LINER BONDED TO GALVANIZED STEEL WIRE HELIX. DUCT SHALL BE CAPABLE OF CONTINUOUS OPERATION AT 1_1/2" OF WATER STATIC PRESSURE AND 4,000 FT/MIN AIR VELOCITY. GENFLEX, WIREMOLD. D. DUCT SEALANTS: ALL JOINTS EXPOSED TO WEATHER: SEALANT SHALL BE HARDCAST CCWI-181. JOINTS NOT EXPOSED TO WEATHER: WATER-BASED DUCT SEALANT, WITHOUT SUBSTITUTION. 'UNI-MASTIC 181' BY MCGILL AIRSEAL OR DESIGN POLYMETRICS DP-1010. 2.2 AIR TERMINALS AND DUCT FITTINGS A. BRANCH DUCT VOLUME DAMPER: VOLUME CONTROL DAMPER (VCD) IN RECTANGULAR DUCTS SHALL BE AS FOLLOWS: OPPOSED BLADE, 6" MAXIMUM BLADE WIDTH, 16_GAGE BLADE, 48" MAXIMUM LENGTH, NYLON OR OIL IMPREGNATED BRONZE BEARINGS, 1/2" SHAFT, 16_GAGE CHANNEL FRAME, ACTUATING ROD AND LINKAGE OUT OF AIR STREAM. VCD IN ROUND DUCT SHALL BE AS FOLLOWS: DAMPER BLADE FULL HEIGHT OF BRANCH AND 1" LESS THAN BRANCH WIDTH. ALL BRANCH DAMPERS SHALL HAVE REGULATOR WITH STAMPED STEEL HANDLE, SPRING LOADED SHAFT NUT, CAST BODY AND SERRATED SELF_LOCKING DIE CAST CORE. SECURE A 12" LENGTH OF ORANGE OR YELLOW COLORED PLASTIC RIBBON TO HANDLE FOR EASE OF LOCATION. WHERE RECTANGULAR OR ROUND DUCTWORK IS INSULATED, PROVIDE ELEVATED DIAL REGULATOR. VENTLOK 641 (WITH 607 END BEARING FOR ROUND DUCTS) FOR NON-INSULATED DUCTS. B. TURNING VANES: DOUBLE WALL, HOLLOW METAL, AIR FOIL SHAPE. SPACING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AERO DYNE HEP. C. FLEXIBLE CONNECTION: UL LISTED NEOPRENE COATED 30 OUNCE FIBERGLASS CLOTH. 3" METAL, 3" FABRIC, 3" METAL. VENTGLAS. D. BACK DRAFT DAMPER: ALUMINUM INTERLINKED BLADES. ALUMINUM OR GALVANIZED STEEL FRAME. BRONZE BEARINGS. COUNTER BALANCED FOR FULL CLOSING ON EXHAUST SYSTEMS. COUNTER BALANCED FOR FULL OPEN AT 0.05” W.C PRESSURE ON RELIEF SYSTEMS. ARROW, WONDER METAL. 2.3 DUCTWORK INSULATION MATERIALS A. GENERAL: ALL DUCTWORK INSULATION MATERIALS SHALL HAVE FIRE AND SMOKE HAZARD RATINGS AS TESTED UNDER ASTM E_84 AND UL 723 NOT EXCEEDING A FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50. B. FIBERGLASS BLANKET: THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.27 BTU-IN/HR-FT2-ºF AT A MEAN TEMPERATURE OF 75ºF. 3/4 LB/FT3, 1-1/2" THICK WHERE DUCTWORK IS WITHIN THE BUILDING THERMAL INSULATION ENVELOPE. 1 LB/FT3, 1-1/2" THICK WHERE DUCTWORK IS OUTSIDE THE BUILDING THERMAL INSULATION ENVELOPE, BUT BELOW THE ROOF. FACED WITH GLASS REINFORCED FOIL LAMINATED TO KRAFT PAPER. CERTAINTEED, KNAUF, JOHNS-MANVILLE, OWENS_CORNING. C. ACOUSTIC LINING: GLASS FIBER. THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.28 BTU-IN/HR-FT2-ºF AT A MEAN TEMPERATURE OF 75ºF. ONE SIDE COATED TO PREVENT FIBER EROSION UP TO 6000 FT/MIN. AVERAGE NOISE REDUCTION COEFFICIENT OF 0.80. 1.5 LB/FT3 DENSITY. 1" THICK WHERE DUCTWORK IS WITHIN THE BUILDING THERMAL INSULATION ENVELOPE. 1_1/2" THICK WHERE DUCTWORK IS OUTSIDE THE BUILDING THERMAL INSULATION ENVELOPE, BUT BELOW THE ROOF. 2" THICK WHERE DUCTWORK IS OUTSIDE AND/OR ABOVE THE ROOF. CERTAINTEED, KNAUF, JOHNS-MANVILLE, OWENS_CORNING. D. BONDING ADHESIVE: FOSTERS 85-60. 2.3 EQUIPMENT A. GENERAL REQUIREMENTS: 1. CAPACITY: CAPACITIES SHALL BE IN ACCORDANCE WITH SCHEDULES SHOWN ON DRAWINGS. CAPACITIES ARE TO BE CONSIDERED MINIMUM. 2. DIMENSIONS: EQUIPMENT MUST CONFORM TO SPACE REQUIREMENTS AND LIMITATIONS AS INDICATED ON DRAWINGS AND AS REQUIRED FOR OPERATION AND MAINTENANCE. 3. RATINGS: a. GAS: GAS BURNING EQUIPMENT SHALL BE FURNISHED WITH 100% SAFETY GAS SHUT_OFF, INTERMITTENT PILOT IGNITION, AND BE APPROVED BY AGA, EXCEPT THAT BOILERS SHALL BE AGA APPROVED OR UL LISTED. b. ELECTRICAL: ELECTRICAL EQUIPMENT SHALL BE IN ACCORDANCE WITH NEMA STANDARDS AND UL OR ETL LISTED WHERE APPLICABLE STANDARDS HAVE BEEN ESTABLISHED. 4. PIPING: EACH ITEM OR ASSEMBLY OF ITEMS SHALL BE FURNISHED COMPLETELY PIPED FOR CONNECTION TO SERVICES. CONTROL VALVES AND DEVICES SHALL BE PROVIDED. 5. ELECTRICAL: a. GENERAL: EACH ITEM OR ASSEMBLY OF ITEMS SHALL BE FURNISHED COMPLETELY WIRED TO INDIVIDUAL TERMINAL BLOCKS FOR CONNECTION TO SINGLE BRANCH ELECTRICAL CIRCUIT. ALL ELECTRICAL ACCESSORIES REQUIRED BY EQUIPMENT SHALL BE FURNISHED. PROVIDE TERMINAL BLOCKS FOR CONTROLS AND INTERLOCKS NOT INCLUDED IN EQUIPMENT PACKAGE. b. WIRING: CONDUCTORS, CONDUIT, AND WIRING SHALL BE IN ACCORDANCE WITH ELECTRICAL SPECIFICATIONS. INDIVIDUAL ITEMS WITHIN ASSEMBLY SHALL BE SEPARATELY PROTECTED WITH DEAD FRONT, FUSED DISCONNECT, FUSE BLOCK, OR CIRCUIT BREAKER FOR EACH UNGROUNDED CONDUCTOR, ALL ACCESSIBLE ON OPERATING SIDE OF EQUIPMENT. SWITCHES, CONTACTS AND OTHER DEVICES SHALL BE IN UNGROUNDED CONDUCTORS. c. MOTORS: SHALL BE RATED, CONSTRUCTED AND APPLIED IN ACCORDANCE WITH NEMA AND ANSI STANDARDS WITHOUT USING SERVICE FACTOR. SINGLE_PHASE MOTOR SHALL BE OF TYPE TO SUIT APPLICATION. THREE_PHASE MOTORS SHALL BE OPEN DRIP PROOF, NEMA B DESIGN ON PUMPS AND FANS, NEMA C ON RECIPROCATING EQUIPMENT, SEALED BALL BEARING, THREE_PHASE INDUCTION UNLESS OTHERWISE NOTED. DESIGN SHALL LIMIT STARTING INRUSH CURRENT AND RUNNING CURRENT TO VALUES SHOWN ON DRAWINGS. MOTORS FOR USE WITH VFD'S AND MOTORS 1-1/2 HORSEPOWER AND LARGER SHALL BE THE PREMIUM EFFICIENCY TYPE, TESTED ACCORDING TO IEEE STANDARD 112, METHOD B. MAGNETEK E-PLUS III. MOTORS EXPOSED TO WEATHER SHALL BE TEFC. MOTORS IN A FAN AIR STREAM SHALL BE TEFC OR TEAO. d. CONTROL VOLTAGE: EQUIPMENT CONNECTED TO GREATER THAN 240 VOLTS SHALL BE PROVIDED WITH 120 VOLT CONTROL CIRCUIT FROM INTEGRAL PROTECTED TRANSFORMER IF SEPARATE SOURCE IS NOT INDICATED ON PLANS. 240 VOLT CONTROL IS ACCEPTABLE IF CONFINED WITHIN CONTROL PANEL. e. SUBMITTALS: INCLUDED IN SHOP DRAWINGS SHALL BE INTERNAL WIRING DIAGRAMS AND MANUFACTURER'S RECOMMENDED EXTERNAL WIRING. 6. FAN SELECTION: a. FAN CURVES: PERFORMANCE CURVES SHALL BE SUBMITTED FOR ALL UNITS OF 3000 CFM OR GREATER. OPERATING POINT FOR FORWARD CURVED FANS SHALL BE FROM POINT OF MAXIMUM EFFICIENCY TOWARD INCREASED CFM LIMITED BY HORSEPOWER SCHEDULED. OPERATING POINT FOR BACKWARD INCLINED FANS SHALL BE SELECTED NEAR POINT OF MAXIMUM EFFICIENCY. CURVES SHALL PLOT CFM VERSES STATIC PRESSURE WITH CONSTANT BRAKE HORSEPOWER, RPM AND EFFICIENCY LINES. b. STATIC PRESSURE: UNLESS OTHERWISE NOTED, PRESSURE SCHEDULED AS EXTERNAL STATIC PRESSURE (ESP) INCLUDES ALL DUCTWORK AND ACCESSORY LOSSES EXTERNAL TO THE UNIT HOUSING. UNLESS OTHERWISE NOTED, PRESSURE SCHEDULED AS TOTAL STATIC PRESSURE INCLUDES ALL DUCTWORK, FILTER, COIL, CABINET, DAMPER AND OTHER ACCESSORY LOSSES. THE ALLOWANCE FOR FILTER LOSSES IS 0.3" WC, UNLESS OTHERWISE NOTED. SUBMIT ITEMIZED STATIC PRESSURE LOSSES FOR ALL COMPONENTS. 7. SCREENS: ALL DUCT OR LOUVER OPENINGS TO THE OUTSIDE SHALL BE COVERED WITH 1/2", 16-GAGE, GALVANIZED WIRE MESH SCREEN. B. AIR CONDITIONING UNIT: 1. GENERAL UNIT DESCRIPTION: a. UNIT(S) FURNISHED AND INSTALLED SHALL BE COMBINATION HEATING AND COOLING PACKAGED ROOFTOP(S) AS SCHEDULED ON CONTRACT DOCUMENTS AND THESE SPECIFICATIONS. COOLING CAPACITY RATINGS SHALL BE BASED ON ARI STANDARD 210. UNIT(S) SHALL CONSIST OF INSULATED WEATHER-TIGHT CASING WITH COMPRESSOR(S), AIR-COOLED CONDENSER COIL, CONDENSER FANS, EVAPORATOR COIL, RETURN-AIR FILTERS, SUPPLY MOTORS AND UNIT CONTROLS AND DRIVES. b. UNIT(S) SHALL BE 100% FACTORY RUN TESTED AND FULLY CHARGED WITH R-410A. c. UNIT(S) SHALL HAVE LABELS, DECALS, AND/OR TAGS TO AID IN THE SERVICE OF THE UNIT AND INDICATE CAUTION AREAS. d. UNITS SHALL BE CONVERTIBLE AIRFLOW DESIGN AS MANUFACTURED. e. WIRING INTERNAL TO THE UNIT SHALL BE COLORED AND NUMBERED FOR IDENTIFICATION. 2. UNIT CASING: a. CABINET: GALVANIZED STEEL, PHOSPHATIZED, AND FINISHED WITH AN AIR-DRY PAINT COATING WITH REMOVABLE ACCESS PANELS. STRUCTURAL MEMBERS SHALL BE 18 GAUGE WITH ACCESS DOORS AND REMOVABLE PANELS OF MINIMUM 20 GAUGE. b. UNITS CABINET SURFACE SHALL BE TESTED 1000 HOURS IN SALT SPRAY TEST IN COMPLIANCE WITH ASTM B117. c. CABINET CONSTRUCTION SHALL ALLOW FOR ALL SERVICE/ MAINTENANCE FROM ONE SIDE OF THE UNIT. d. CABINET TOP COVER SHALL BE ONE PIECE CONSTRUCTION OR WHERE SEAMS EXITS, IT SHALL BE DOUBLE-HEMMED AND GASKET-SEALED. e. ACCESS PANELS: WATER- AND AIR-TIGHT PANELS WITH HANDLES SHALL PROVIDE ACCESS TO FILTERS, HEATING SECTION, RETURN AIR FAN SECTION, SUPPLY AIR FAN SECTION, EVAPORATOR COIL SECTION, AND UNIT CONTROL SECTION. f. UNITS BASE PAN SHALL HAVE A RAISED 1 1/8 INCH HIGH LIP AROUND THE SUPPLY AND RETURN OPENINGS FOR WATER INTEGRITY. g. INSULATION: PROVIDE 1/2 INCH THICK FIBERGLASS INSULATION WITH FOIL FACE ON ALL EXTERIOR PANELS IN CONTACT WITH THE RETURN AND CONDITIONED AIR STREAM. ALL EDGES MUST BE CAPTURED SO THAT THERE IS NO INSULATION EXPOSED IN THE AIR STREAM. h. PROVIDE OPENINGS EITHER ON SIDE OF UNIT OR THROUGH THE BASE FOR POWER, CONTROL, CONDENSATE, AND GAS CONNECTIONS. i. THE BASE OF THE UNIT SHALL HAVE 3 SIDES FOR FORKLIFT PROVISIONS. THE BASE OF THE UNITS SHALL HAVE RIGGING/LIFTING HOLES FOR CRANE MANEUVERING. 5. AIR FILTERS: a. GENERAL: TESTED AND RATED IN ACCORDANCE WITH ASHRAE STANDARD 52 - 92 AND SFM 12-71-1, PART 12, TITLE 24, C.C.R. FACTORY INSTALLED FILTERS SHALL MOUNT INTEGRAL WITHIN THE UNIT AND SHALL BE ACCESSIBLE THROUGH ACCESS PANELS. FURNISH AND INSTALL ONE COMPLETE CHANGE OF ALL FILTERS AFTER AIR BALANCE IS COMPLETED AND PRIOR TO ACCEPTANCE. PROVIDE PRESSURE DIFFERENTIAL GAGE ACROSS ALL FILTER BANKS. b. FILTER MEDIA: 2" MEDIA. MERV 13. CLEAN FILTER RESISTANCE 0.10" WATER AT 300 FPM. THROW-AWAY FRAME. CLASS 2. FARR. c. PRESSURE DIFFERENTIAL GAGE: DIAPHRAGM ACTUATED. 4" DIAL. ZERO ADJUSTMENT. ACCURACY +/_ 2% OF FULL SCALE. RANGE AS REQUIRED. PROVIDE STATIC PRESSURE SENSORS, TUBING AND MOUNTING BRACKETS. DWYER SERIES 2000. 6. FANS AND MOTORS: a. PROVIDE EVAPORATOR FAN SECTION WITH FORWARD CURVED, DOUBLE WIDTH, DOUBLE INLET, CENTRIFUGAL TYPE FAN. b. PROVIDE SELF-ALIGNING, GREASE LUBRICATED, BALL OR SLEEVE BEARINGS WITH PERMANENT LUBRICATION FITTINGS. c. UNLESS OTHERWISE INDICATED ON DRAWING SCHEDULE, PROVIDE UNITS WITH BELT DRIVEN SUPPLY FANS WITH ADJUSTABLE MOTOR SHEAVES. d. OUTDOOR AND INDOOR FAN MOTORS SHALL BE PERMANENTLY LUBRICATED AND HAVE INTERNAL THERMAL OVERLOAD PROTECTION. e. OUTDOOR FANS SHALL BE DIRECT DRIVE, STATICALLY AND DYNAMICALLY BALANCED, DRAW THROUGH IN THE VERTICAL DISCHARGE POSITION. f. PROVIDE SHAFTS CONSTRUCTED OF SOLID HOT ROLLED STEEL, GROUND AND POLISHED, WITH KEY-WAY, AND PROTECTIVELY COATED WITH LUBRICATING OIL. 7. GAS FIRED HEATING SECTION: a. COMPLETELY ASSEMBLED AND FACTORY INSTALLED HEATING SYSTEM SHALL BE INTEGRAL TO UNIT, UL OR CSA APPROVED SPECIFICALLY FOR OUTDOOR APPLICATIONS FOR USE DOWNSTREAM FROM REFRIGERANT COOLING COILS. THREADED CONNECTION WITH PLUG OR CAP PROVIDED. PROVIDE CAPABILITY FOR GAS PIPING THROUGH THE SIDE OF THE UNIT. b. HEATING SECTION SHALL BE FACTORY RUN TESTED PRIOR TO SHIPMENT. c. INDUCED DRAFT COMBUSTION TYPE WITH DIRECT SPARK IGNITION SYSTEM, REDUNDANT MAIN GAS VALVE, AND 2-STAGED HEAT. d. GAS BURNER SAFETY CONTROLS: PROVIDE SAFETY CONTROLS FOR THE PROVING OF COMBUSTION AIR PRIOR TO IGNITION, AND CONTINUOUS FLAME SUPERVISION. PROVIDE FLAME ROLLOUT SWITCHES. e. INDUCED DRAFT BLOWER SHALL HAVE COMBUSTION AIR PROVING SWITCHES AND BUILT-IN THERMAL OVERLOAD PROTECTION ON FAN MOTOR. f. HEAT EXCHANGER: PROVIDE TUBULAR SECTION TYPE CONSTRUCTED FROM 18-GAUGE ALUMINIZED STEEL. g. BURNERS: BURNERS SHALL BE OF THE IN-SHOT TYPE CONSTRUCTED OF STAINLESS STEEL. h. LIMIT CONTROLS: HIGH TEMPERATURE LIMIT CONTROLS WILL SHUT OFF GAS FLOW IN THE EVENT OF EXCESSIVE TEMPERATURES RESULTING FROM RESTRICTED INDOOR AIRFLOW OR LOSS OF INDOOR AIRFLOW. 8. EVAPORATOR COIL: a. PROVIDE CONFIGURED ALUMINUM FIN SURFACE MECHANICALLY BONDED TO COPPER TUBING COIL. b. PROVIDE FACTORY INSTALLED THERMAL EXPANSION VALVE (TXV) FOR EACH REFRIGERANT CIRCUIT. FACTORY PRESSURE TESTED AT 450 PSIG AND LEAK TESTED AT 200 PSIG. c. CAPACITY: RATINGS CERTIFIED BY ARI IN ACCORDANCE WITH ARI STANDARD 410. COOLING COIL FACE VELOCITY SHALL NOT EXCEED MANUFACTURER'S PUBLISHED RATINGS OR 600 FPM. INCLUDE COIL SELECTION CALCULATIONS IN SHOP DRAWINGS d. PROVIDE A REMOVABLE, REVERSIBLE, CLEANABLE DOUBLE SLOPED DRAIN PAN FOR BASE OF EVAPORATOR COIL CONSTRUCTED OF PVC. 9. CONDENSER SECTION: a. PROVIDE INTERNALLY FINNED SEAMLESS COPPER TUBE MECHANICALLY BONDED TO CONFIGURED ALUMINUM FINS. FACTORY PRESSURE TEST TO 450 PSIG. b. PROVIDE VERTICAL DISCHARGE, DIRECT DRIVE FANS WITH ALUMINUM BLADES. FANS SHALL BE STATICALLY BALANCED. MOTORS SHALL BE PERMANENTLY LUBRICATED, WITH INTEGRAL THERMAL OVERLOAD PROTECTION IN A WEATHER TIGHT CASING. c. PROVIDE FACTORY COIL GUARDS FOR CONDENSER SECTION. 10. REFRIGERATION SYSTEM: a. COMPRESSOR(S): PROVIDE SCROLL COMPRESSOR WITH DIRECT DRIVE OPERATING AT 3600 RPM. INTEGRAL CENTRIFUGAL OIL PUMP. PROVIDE SUCTION GAS COOLED MOTOR WITH WINDING TEMPERATURE LIMITS AND COMPRESSOR OVERLOADS. b. WHEN INDICATED ON DRAWING SCHEDULE, UNITS SHALL HAVE COOLING CAPABILITIES DOWN TO 0 DEGREE F. FOR FIELD-INSTALLED LOW AMBIENT ACCESSORY, THE MANUFACTURER SHALL PROVIDE A FACTORY-AUTHORIZED SERVICE TECHNICIAN THAT SHALL ASSURE PROPER INSTALLATION AND OPERATION. c. PROVIDE EACH UNIT WITH ONE REFRIGERANT CIRCUIT(S) FACTORY-SUPPLIED COMPLETELY PIPED WITH LIQUID LINE FILTER-DRIER, SUCTION AND LIQUID LINE PRESSURE PORTS. 11. OUTSIDE AIR SECTION - FULLY MODULATING: a. PROVIDE A FULLY INTEGRATED FIELD-INSTALLED 100% MODULATING OUTSIDE AIR ECONOMIZER WITH UNIT RETURN AND BAROMETRIC RELIEF AIR DAMPERS, MINIMUM POSITION SETTING, PRESET LINKAGE, WIRING HARNESS WITH PLUG. UNIT OPERATION IS THROUGH PRIMARY TEMPERATURE CONTROLS THAT AUTOMATICALLY MODULATE DAMPERS TO MAINTAIN SPACE TEMPERATURE CONDITIONS. b. PROVIDE ECONOMIZER WITH DRY BULB CONTROL ONLY. c. PROVIDE ADJUSTABLE MINIMUM POSITION CONTROL LOCATED IN THE ECONOMIZER SECTION OF THE UNIT. d. PROVIDE SPRING RETURN MOTOR FOR OUTSIDE AIR DAMPER CLOSURE DURING UNIT SHUTDOWN OR POWER INTERRUPTION. 12. SUPPLY FAN VARIABLE FREQUENCY DRIVE (WITH BYPASS): a. STANDARDS: THE AC DRIVE AND ALL ASSOCIATED OPTIONAL EQUIPMENT WILL BE UL LISTED ACCORDING TO POWER CONVERSATION EQUIPMENT UL 508C AND CSA CERTIFIED. THE AC DRIVE IS DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH NEMA ICS, NFPA AND IEC STANDARDS. THE DRIVE IS HOUSED IN A NEMA 1 ENCLOSURE AND IS MOUNTED INSIDE THE UNIT. b. DESIGN FUNCTION: THE AC DRIVE WILL CONVERT THE INPUT AC MAINS POWER TO AN ADJUSTABLE FREQUENCY AND VOLTAGE. THE INPUT POWER SECTION WILL UTILIZE A FULL WAVE BRIDGE DESIGN INCORPORATING DIODE RECTIFIERS. THE DIODE RECTIFIERS WILL CONVERT FIXED VOLTAGE AND FREQUENCY, AC LINE POWER TO FIXED DC VOLTAGE. THE INPUT POWER SECTION WILL BE INSENSITIVE TO PHASE ROTATION OF THE AC LINE. THE INVERTER OUTPUT POWER SECTION WILL CHANGE FIXED DC BUS VOLTAGE TO ADJUSTABLE FREQUENCY AC VOLTAGE. THIS SECTION WILL UTILIZE INSULATED GATE BIPOLAR TRANSISTORS (IGBTS) OR INTELLIGENT POWER MODULES (IPMS) AS REQUIRED BY THE CURRENT RATING OF THE MOTOR. THE AC DRIVE WILL BE DESIGNED AND SIZED TO OPERATE A VARIABLE TORQUE FAN OR PUMPLOAD. THE SPEED RANGE WILL BE A MINIMUM 1:3 SPEED RANGE OF 20 TO 60 HERTZ. THE AC DRIVE IS DESIGNED TO OPERATE FROM AN INPUT VOLTAGE OF 400(-15%) VAC TO 460(+15%) VAC, OR 208(-15%) VAC TO 230(+15%) VAC. THE AC DRIVE WILL OPERATE FROM AN INPUT VOLTAGE FREQUENCY RANGE FROM 50 OR 60 HZ +-5%. THE SYSTEM FREQUENCY WILL BE USER DEFINED VIA A 50/60 HZ TWO-POSITION SELECTOR SWITCH. THE DISPLACEMENT POWER FACTOR WILL NOT BE LESS THAN .95 LAGGING UNDER ANY SPEED OR LOAD CONDITION. THE EFFICIENCY OF THE AC DRIVE AT 100% SPEED AND LOAD WILL NOT BE LESS THAN 96%. THE VARIABLE TORQUE RATED AC DRIVE OVERCURRENT CAPACITY WILL BE 110% FOR 1 MINUTE. THE AC DRIVE WILL BE SIZED FOR A GIVEN MOTOR LOAD USING A RANDOMLY MODULATED 8 KHZ OUTPUT CARRIER FREQUENCY. UPON POWER-UP, THE AC DRIVE WILL AUTOMATICALLY TEST FOR VALID OPERATION OF MEMORY, CONTROL POWER AND THE PRE-CHARGE CIRCUIT. THE AC DRIVE WILL BE PROTECTED AGAINST OUTPUT PHASES, AND PHASE TO GROUND, ANALOG OUTPUT, AND LOGIC OUTPUT SHORT CIRCUITS. THE AC DRIVE WILL HAVE A SELECTABLE CATCH ON THE FLY FUNCTION TO ALLOW THE AC DRIVE TO CATCH A SPINNING LOAD AFTER BRIEF LOSS OF INPUT MAINS OR FAULT RESET. FOR A FAULT CONDITION OTHER THAN A GROUND FAULT, SHORT CIRCUIT OR INTERNAL FAULT, AN AUTO RESTART FUNCTION WILL PROVIDE UP TO 6 RESTART ATTEMPTS IN 30-SECOND INTERVALS. THE AC DRIVE WILL HAVE SOLID-STATE PROTECTION THAT IS UL LISTED AND MEETS UL 508C AS A CLASS 10 OVERLOAD PROTECTION AND MEETS IEC 947. THE MINIMUM ADJUSTMENT RANGE WILL BE FROM .45 TO 1.05% OF THE CURRENT OUTPUT OF THE AC DRIVE. THE AC DRIVE WILL HAVE A USER SELECTABLE AUTO TUNE FUNCTION TO AUTOMATICALLY SEND A SIGNAL TO THE CONNECTED MOTOR AND STORE THE RESULTING RESISTANCE DATA INTO MEMORY. THE SOFTWARE WILL HAVE A USER SELECTABLE ENERGY ECONOMY FUNCTION TO OPTIMIZE THE MOTOR EFFICIENCY BY AUTOMATICALLY ADJUSTING THE V/HZ RATIO FOR VARIABLE TORQUE LOADS. THE OPERATOR INTERFACE TERMINAL WILL OFFER THE MODIFICATION OF AC DRIVE ADJUSTMENTS VIA A TOUCH KEYPAD. ALL ELECTRICAL VALUES, CONFIGURATION PARAMETERS, I/O ASSIGNMENTS, APPLICATION AND ACTIVITY FUNCTION ACCESS, FAULTS, LOCAL CONTROL, ADJUSTMENT STORAGE, SELF-TEST AND DIAGNOSTICS WILL BE IN PLAIN ENGLISH TEXT OR CODES. THE AC DRIVE MODEL NUMBER, TORQUE TYPE, SOFTWARE REVISION NUMBER, HORSEPOWER, OUTPUT CURRENT, MOTOR FREQUENCY AND MOTOR VOLTAGE WILL ALL BE LISTED ON THE DRIVE IDENTIFICATION DISPLAY AS VIEWED BY THE USER OPTIONAL PC CONNECTION OR PROGRAMMING AND DIAGNOSTICS TERMINAL OPTIONS. ON UNITS WITH BYPASS, AN AC DRIVE/OFF/BYPASS HAND SELECTOR SWITCH WILL BE PROVIDED IN THE UNIT CONTROL BOX. IN DRIVE MODE SPEED REFERENCE IS PROVIDED BY A 0 TO 10 VDC ANALOG INPUT. IN BYPASS MODE, THE VFD WILL BE DISABLED AND THE UNIT SUPPLY FAN WILL OPERATE AT FULL SPEED. 13. OPERATING CONTROLS: a. PROVIDE FACTORY-WIRED ROOF TOP UNITS WITH 24-VOLT ELECTRO-MECHANICAL CONTROL CIRCUIT WITH CONTROL TRANSFORMERS, CONTACTORS PRESSURE LUGS OR TERMINAL BLOCK FOR POWER WIRING. UNITS SHALL HAVE SINGLE POINT POWER CONNECTION AS STANDARD. FIELD WIRING OF ZONE CONTROLS TO BE NEC CLASS II. b. PROVIDE FACTORY-INSTALLED INDOOR EVAPORATOR DEFROST CONTROL TO PREVENT COMPRESSOR SLUGGING BY INTERRUPTING COMPRESSOR OPERATION. c. PROVIDE AN ANTI-CYCLE TIMING AND MINIMUM ON/OFF BETWEEN STAGES TIMING IN THE MICROPROCESSOR. d. ECONOMIZER PREFERRED COOLING - COMPRESSOR OPERATION IS INTEGRATED WITH ECONOMIZER CYCLE TO ALLOW MECHANICAL COOLING WHEN ECONOMIZER IS NOT ADEQUATE TO SATISFY ZONE REQUIREMENTS. COMPRESSORS ARE ENABLED IF SPACE TEMPERATURE IS RECOVERING TO COOLING SETPOINT AT A RATE OF LESS THAN 0.2 DEGREES PER MINUTE. COMPRESSOR LOW AMBIENT LOCKOUT OVERRIDES THIS FUNCTION. 14. ROOF CURB: CONTRACTOR SHALL PROVIDE ROOF CURB, MADE OF HEAVY GAUGE WELDED STEEL WITH SUPPLY AND RETURN AIR GASKETING AND WOOD NAILER STRIPS. CURB SHALL BE SLOPED TO MATCH SLOPE OF ROOF. PROVIDE HOLD-DOWN CLIPS. C. EXHAUST FAN: 1. GENERAL: ALL EXHAUST FANS SHALL BE TESTED ACCORDING TO AMCA STANDARD 210 IN AN AMCA REGISTERED LABORATORY. FANS EXPOSED TO WEATHER SHALL HAVE VENTILATED WEATHERPROOF HOUSING OVER MOTOR AND DRIVE ASSEMBLY. REFER TO PARAGRAPH 2.3.A FOR GENERAL REQUIREMENTS.. 2. ROOF FAN: MULTIVANE CENTRIFUGAL FAN. BALL BEARINGS. VIBRATION ISOLATING MOUNT. ALL ALUMINUM CONSTRUCTION WITH STEEL OR ALUMINUM WHEEL. FACTORY CURB. BACKDRAFT DAMPER. BIRDSCREEN. PART 3 - EXECUTION 3.1 DUCTWORK INSTALLATION A. GENERAL: 1. STANDARDS: UNLESS OTHERWISE NOTED, ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH CURRENT SMACNA STANDARDS. DUCTWORK SHALL BE BUILT TO A PRESSURE CLASSIFICATION EQUAL TO OR GREATER THAN THE MAXIMUM OPERATING PRESSURE AT THAT POINT IN THE DUCTWORK. A COPY OF THESE STANDARDS SHALL BE MAINTAINED AT THE JOB SITE AT ALL TIMES. DUCT WORK AND ACCESSORIES SHALL BE INSTALLED IN A MANNER TO PREVENT VIBRATION AND RATTLING. 2. ACCESS: PROVIDE DUCT ACCESS DOORS AS REQUIRED TO ADJUST EQUIPMENT AND DAMPERS. PROVIDE WALL OR CEILING ACCESS PANELS, OR REMOTE ACTUATORS AS REQUIRED WHERE EQUIPMENT AND DAMPERS ARE NOT OTHERWISE ACCESSIBLE. VENTLOK 666 CONCEALED REMOTE ACTUATOR WITH ZINC FINISH ON COVER. 3. FLEXIBLE CONNECTIONS: CONNECTION OF DUCTWORK TO ANY VIBRATING EQUIPMENT SHALL BE WITH 3" (MIN.) FLEXIBLE CONNECTION. INSTALL WITH AMPLE SLACK AND UNIFORM GAP. THERE SHALL BE NO METAL TO METAL CONTACT ACROSS FLEXIBLE CONNECTION. FLEXIBLE CONNECTIONS EXPOSED TO WEATHER SHALL HAVE A PROTECTIVE SHEET METAL COVER. 4. FLANGES AND ESCUTCHEON: WHERE DUCTWORK PENETRATES WALLS, CEILINGS, OR FLOORS, FURNISH AND INSTALL FLANGE OR ESCUTCHEON OF SAME MATERIAL AS DUCT. B. LOW VELOCITY-LOW PRESSURE (UP TO 2,000 FT/MIN AND UP TO 2.0 IN WATER): 1. SHEET METAL DUCTWORK: a. ELLS: ELLS WITH LESS THAN STANDARD RADIUS AND SQUARE ELLS SHALL BE FITTED WITH TURNING VANES. b. TEES: TEES IN SUPPLY DUCTWORK SHALL BE AS DETAILED ON DRAWINGS. GRILLES OR BRANCHES IN SUPPLY DUCTWORK SHALL BE A MINIMUM OF 8 DUCT DIAMETERS DOWNSTREAM OF TEES. c. DUCT JOINTS AND SEAMS: ALL JOINTS AND SEAMS SHALL BE SEALED AIRTIGHT. (SEE PART 2 OF THIS SPECIFICATION). d. DAMPERS: INSTALL VOLUME CONTROL DAMPER AND DAMPER REGULATOR IN ALL BRANCH DUCTS. 2. FLEXIBLE GLASS FIBER DUCTWORK: THE USE OF FLEXIBLE DUCT IS LIMITED TO THE LAST 5 FEET OF EACH BRANCH DUCT (I.E. ONE 5 FOOT SECTION OF FLEXIBLE DUCT MAY BE USED TO CONNECT THE GRILLE TO THE SHEET METAL BRANCH DUCT). NO JOINTS ARE PERMITTED IN THIS 5' LENGTH. HANGERS SHALL BE 4" WIDE METAL STRAPS SPACED TO PREVENT SAGGING, 42" SPACING MAXIMUM. INSERT 6" WIDE FIBERGLASS PAD BETWEEN DUCT AND HANGING STRAP. JOINTS SHALL BE INSTALLED WITH STAINLESS STEEL OR NYLON DRAW BANDS, DURO DYNE DYN-O-TIE. MINIMUM TURN RADIUS SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS (TURN RADIUS OF DUCT CENTERLINE NOT LESS THAN 1.5 TIMES THE DUCT DIAMETER). 3.2 AIR TERMINALS AND DUCT FITTINGS INSTALLATION A. GENERAL: UNLESS OTHERWISE NOTED, ALL AIR TERMINALS AND DUCT FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT SMACNA STANDARDS. TERMINALS AND FITTINGS SHALL BE INSTALLED IN A MANNER TO PREVENT VIBRATION AND RATTLING. METAL SURFACES EXPOSED TO VIEW BEHIND GRILLES AND REGISTERS SHALL BE PAINTED FLAT BLACK. 3.3 DUCTWORK INSULATION INSTALLATION A. GENERAL: INSULATE ALL SHEET METAL SUPPLY AND RETURN DUCTWORK EXCEPT AS NOTED BELOW. ACOUSTICALLY LINE ALL EXHAUST DUCTWORK WITHIN 10 FEET OF EXHAUST FANS. INSULATION SHALL BE CONTINUOUS THROUGH WALLS AND FLOORS EXCEPT AT FIRE DAMPERS. B. WHERE INSULATION IS NOT REQUIRED: DO NOT INSULATE FACTORY-INSULATED DUCTS OR CASINGS, ACOUSTIC LINED DUCTS, OR EXHAUST DUCTWORK, EXCEPT AS NOTED. C. CONCEALED DUCTWORK: WRAP CONCEALED DUCTWORK WITH FIBERGLASS BLANKET LAPPED 2" MINIMUM. SECURE WITH STAPLES 4" ON CENTERS MAXIMUM ON STRAIGHT RUNS AND 3" MAXIMUM AT ELBOWS AND FITTINGS. INSULATION ON BOTTOM OF DUCTS WIDER THAN 36" SHALL ALSO BE SECURED WITH MECHANICAL FASTENERS AT 24" ON CENTER. D. ACOUSTIC LINING: UNLESS OTHERWISE INDICATED, ALL DUCTWORK EXPOSED TO WEATHER AND OTHER DUCTS AS INDICATED ON DRAWINGS, SHALL HAVE ACOUSTIC LINING. WHERE ACOUSTIC LINING IS INSTALLED, INCREASE EACH SHEET METAL DIMENSION TO ACCOMMODATE LINING AND MAINTAIN CLEAR INSIDE DUCT DIMENSIONS SHOWN ON DRAWINGS. APPLY LINING WITH BONDING ADHESIVE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ALSO SECURE WITH MECHANICAL FASTENERS IN ACCORDANCE WITH SMACNA STANDARDS. SEAL EXPOSED EDGES OF LINING WITH BONDING ADHESIVE. 3.4 SYSTEM ENERGY BALANCE A. SCOPE: PROVIDE THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO TEST, ADJUST AND BALANCE, RETEST AND RECORD PERFORMANCE OF THE SYSTEM TO OBTAIN DESIGN QUANTITIES AS SPECIFIED. THE AGENCY MUST PROVE THAT THEY HAVE NO AFFILIATION WITH ANY EQUIPMENT MANUFACTURER, DESIGN ENGINEER, INSTALLING CONTRACTOR, OR ANY OTHER PARTY WHICH MIGHT LEAD TO A CONFLICT OF INTEREST, IN ORDER TO PROVIDE AN UNBIASED, THIRD PARTY SYSTEM BALANCE AND REPORT. B. QUALIFICATIONS: PRIOR TO COMMENCING WORK, THE AGENCY SHALL BE REVIEWED BY THE ENGINEER AND SHALL BE CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU. THE AGENCY SHALL PROVIDE DOCUMENTATION OF HAVING SUCCESSFULLY COMPLETED AT LEAST FIVE PROJECTS OF SIMILAR SIZE AND SCOPE. C. INSTRUMENTS: ALL INSTRUMENTS SHALL BE ACCURATELY CALIBRATED; CALIBRATION HISTORIES SHALL BE AVAILABLE FOR EXAMINATION. APPLICATION OF INSTRUMENTATION SHALL BE IN ACCORDANCE WITH AABC OR NEBB STANDARDS. D. SUBMITTALS: INCLUDE IN SHOP DRAWINGS COPIES OF FORMS TO BE USED FOR TESTING AND BALANCING SHOWING ALL DATA WHICH IS TO BE RECORDED. THREE COPIES OF COMPLETED BALANCE REPORT SHALL BE SUBMITTED FOR REVIEW. E. PROCEDURE _ GENERAL: PROCEDURE SHALL BE IN ACCORDANCE WITH ASSOCIATED AIR BALANCE COUNCIL'S "NATIONAL STANDARDS FOR FIELD MEASUREMENTS AND INSTRUMENTATION _ TOTAL SYSTEM BALANCE", VOLUME TWO, NO. 12173, OR EQUIVALENT NEBB STANDARDS. SYSTEM SHALL BE IN FULL, CONTINUOUS OPERATION DURING TEST. BALANCED QUANTITIES SHALL BE PLUS 10%, MINUS 5% OF DESIGN QUANTITIES. ALL NAMEPLATE DATA, MANUFACTURER, MODEL AND SERIAL NUMBERS SHALL BE RECORDED FOR EACH ITEM TESTED. F. EXTENDED WARRANTY: THE TEST AND BALANCE AGENCY SHALL INCLUDE AN EXTENDED WARRANTY OF 90 DAYS AFTER COMPLETION OF TEST AND BALANCE WORK, DURING WHICH TIME THE ENGINEER, AT HIS DISCRETION, MAY REQUEST A RECHECK OR RESETTING OF ANY ITEM OR ITEMS IN TEST REPORT. THE AGENCY SHALL PROVIDE TECHNICIANS TO ASSIST THE ENGINEER IN MAKING ANY TESTS HE MAY REQUIRE DURING THIS PERIOD OF TIME. G. AIR BALANCE PROCEDURE (FOR EACH AIR HANDLING SYSTEM): 1. ALL AIR FILTERS SHALL BE CLEAN WHEN AIR BALANCE IS PERFORMED. 2. PROVIDE A SKETCH OF THE EQUIPMENT SHOWING EXACTLY WHERE ALL PRESSURE READINGS WERE TAKEN. 3. ADJUST BLOWER RPM TO DESIGN REQUIREMENTS. 4. RECORD MOTOR FULL LOAD AMPERES. 5. MAKE PITOT TUBE TRAVERSE OF MAIN SUPPLY AND RETURN DUCTS AND OBTAIN DESIGN CFM AT FANS. PROVIDE SKETCH OF READING LOCATIONS AND TABLE OF MEASURED VALUES. 6. RECORD SYSTEM STATIC PRESSURES, INLET AND DISCHARGE. 7. RECORD FILTER QUANTITY, SIZE(S) AND PRESSURE DROP ACROSS FILTER(S) AT EACH FILTER BANK. 8. ADJUST SYSTEM FOR DESIGN CFM RECIRCULATED AIR. 9. ADJUST SYSTEM FOR DESIGN CFM OUTSIDE AIR. 10. RECORD ENTERING AIR TEMPERATURES. (DB HEATING, DB AND WB COOLING.) 11. RECORD LEAVING AIR TEMPERATURES. (DB HEATING, DB AND WB COOLING.) 12. ADJUST ALL MAIN SUPPLY AND RETURN AIR DUCTS TO DESIGN CFM. 13. ADJUST ALL ZONES TO DESIGN CFM, SUPPLY AND RETURN. 14. ADJUST ALL DIFFUSERS, GRILLES AND REGISTERS TO PLUS 10%, MINUS 0% OF DESIGN REQUIREMENTS. 15. ADJUST CFM AT ALL EXHAUST FANS. RECORD APPLICABLE DATA FROM ITEMS 1 THROUGH 11 ABOVE. 16. EACH GRILLE, DIFFUSER AND REGISTER SHALL BE IDENTIFIED AS TO LOCATION. 17. VERIFY PROPER DIFFUSION PATTERN FOR ALL CEILING GRILLES AND THAT ALL SIDEWALL GRILLES ARE SET FOR 5 DEGREES UPWARD DEFLECTION UNLESS OTHERWISE NOTED. MAKE A NOTATION OF ANY THAT ARE NOT SET PROPERLY. 18. SIZE, TYPE AND MANUFACTURER OF DIFFUSERS, GRILLES, REGISTERS AND ALL TESTED ITEMS SHALL BE IDENTIFIED AND LISTED. MANUFACTURER'S RATINGS SHALL BE USED TO MAKE REQUIRED CALCULATIONS ON ALL ITEMS. 19. READINGS AND TESTS OF DIFFUSERS, GRILLES, AND REGISTERS SHALL INCLUDE REQUIRED FPM VELOCITY AND TEST RESULTANT VELOCITY, REQUIRED CFM AND TEST RESULTANT CFM AFTER ADJUSTMENTS. 20. IN COOPERATION WITH THE CONTROL MANUFACTURER'S REPRESENTATIVE, SET ADJUSTMENTS OF AUTOMATICALLY OPERATED DAMPERS TO OPERATE AS SPECIFIED. TESTING AGENCY SHALL CHECK ALL CONTROLS FOR PROPER CALIBRATIONS AND LIST ALL CONTROLS REQUIRING ADJUSTMENT BY CONTROL INSTALLERS. 21. ALL DIFFUSERS, GRILLES AND REGISTERS SHALL BE ADJUSTED FOR REQUIRED AIR PATTERNS AND TO MINIMIZE DRAFTS. 22. AS A PART OF THE WORK OF THIS CONTRACT, THE AIR CONDITIONING CONTRACTOR SHALL MAKE ANY CHANGES IN PULLEYS, BELTS AND DAMPERS OR THE ADDITION OF DAMPERS REQUIRED FOR CORRECT BALANCE AS RECOMMENDED BY AIR BALANCE AGENCY. 3.7 TEMPERATURE CONTROL SYSTEM A. SCOPE: THE CONTROL SYSTEM INCLUDES CONTROL PANELS, CONTROL DEVICES, LINE AND LOW VOLTAGE CONTROL AND INTERLOCK WIRING, CONDUIT AND RELATED EQUIPMENT AS REQUIRED FOR PROPER OPERATION OF ALL CONTROLLED SYSTEMS. CONTROL AND INTERLOCK WIRING INCLUDES WIRING TO CONTROLLERS, SWITCHES, TIMERS, RELAYS, ETC. POWER WIRING AND DISCONNECT SWITCHES ARE INCLUDED IN THE ELECTRICAL SPECIFICATIONS EXCEPT THAT POWER WIRING REQUIRED FOR CONTROL DEVICES SUCH AS THERMOSTATS, SENSORS, SECONDARY CONTROL PANELS ETC., IS INCLUDED IN THE CONTROL SYSTEM. POWER WIRING TO A CENTRAL CONTROL STATION IS INCLUDED IN THE ELECTRICAL SPECIFICATIONS AND DRAWINGS. ANY POWER WIRING REQUIRED FOR ADDITIONAL REMOTELY LOCATED CONTROL PANELS IS INCLUDED IN THE CONTROL SYSTEM. B. TYPE OF SYSTEM: THE CONTROL SYSTEM SHALL BE DIRECT DIGITAL. C. SYSTEM SHALL FUNCTION AS FOLLOWS: 1. GENERAL: ALL TIME CLOCKS, TRANSFORMERS, TERMINAL BLOCKS, RELAYS, ETC., SHALL BE MOUNTED IN A SINGLE CONTROL PANEL. PROVIDE 0-2 HOUR OVERIDE TIMER ADJACENT TO EACH ROOM THERMOSTAT TO ENERGIZE THE CONTROL CIRCUIT FOR HEATING/COOLING UNITS. 2. PACKAGE HEATING/COOLING UNITS (CONSTANT VOLUME): PROVIDE ROOM THERMOSTAT WITH SUBBASE HAVING FAN AUTO-ON AND HEAT-AUTO-COOL SWITCHES. ROOM THERMOSTAT SHALL CONTROL THE UNIT TO MAINTAIN 75ºF (COOLING) OR 72ºF (HEATING). 3. PACKAGE HEATING/COOLING UNITS (VARIABLE AIR VOLUME): a. GENERAL: THE UNIT SHALL BE ACTIVATED BY THE DDC SYSTEM OR 0-2 HOUR BYPASS PUSH BUTTON ON ROOM SENSORS. THE UNIT SHALL BE CAPABLE OF AN ECONOMIZER CYCLE. A STATIC PRESSURE SENSOR LOCATED 2/3 OF THE DISTANCE DOWN THE SUPPLY DUCTWORK SHALL CAUSE THE VFD TO VARY THE AIR VOLUME OF THE SUPPLY FAN TO MAINTAIN A CONSTANT DUST PRESSURE. b. MINIMUM OUTSIDE AIR CONTROL: THE UNIT CONTROLS SHALL MODULATE THE OUTSIDE AIR DAMPERS TO MAINTAIN THE SCHEDULED MINIMUM OUTSIDE AIR (EXCEPT IN ECONOMIZER MODE), PROPORTIONAL TO THE SIGNAL USED TO CONTROL THE SUPPLY FAN SPEED. THE OUTSIDE AIR DAMPER POSITIONS SHALL BE DEVELOPED IN COORDINATION WITH THE BALANCING CONTRACTOR. ONE SET POINT SHALL BE WITH THE SUPPLY FAN VFD SETTING FOR MAXIMUM SCHEDULED AIR FLOW. THE OUTSIDE AIR DAMPERS SHALL BE ADJUSTED WITH TO PROVIDE THE MINIMUM SCHEDULED AIR FLOW WITH THE VFD AT THIS POSITION. THE SECOND SET POINT SHALL BE WITH THE SUPPLY FAN VFD SETTING FOR MINIMUM SCHEDULED AIR FLOW (APPROXIMATELY 30% OF MAXIMUM AIR FLOW). THE OUTSIDE AIR DAMPERS SHALL BE ADJUSTED TO PROVIDE THE MINIMUM SCHEDULED AIR FLOW WITH THE VFD AT THIS POSITION. c. HEATING: (SETPOINT 72F). ON SYSTEM STARTUP, IF THE TEMPERATURE SENSORS FOR ALL VAV/VVH BOXES ON AN AIR CONDITIONING SYSTEM CALL FOR HEATING, THE OUTSIDE AIR (OSA) DAMPER IS CLOSED AND THE FIRST STAGE HEAT IS ACTIVATED. AS THE SPACE TEMPERATURE APPROACHES SETPOINT, THE OSA AND RELIEF DAMPERS OPEN AND MODULATE TO PROVIDE MINIMUM OUTSIDE AIR. d. COOLING AND VITALIZATION: A TEMPERATURE SENSOR DOWNSTREAM OF THE COOLING COIL SHALL MODULATE THE SYSTEM TO MAINTAIN A DOWNSTREAM SUPPLY AIR TEMPERATURE OF 55F (ADJ.). THIS TEMPERATURE SHALL BE RESET BY THE WARMEST REPRESENTATIVE VAV/VVH BOX TEMPERATURE SENSOR. IF THE OUTSIDE AIR IS LESS THAN 55F, THE OUTSIDE AIR DAMPER SHALL MODULATE TO MAINTAIN THE SUPPLY AIR AT THE SET TEMPERATURE. e. PURGE CYCLE: AT 1:00 A.M. DURING THE COOLING SEASON BETWEEN APRIL 15 AND OCTOBER 15, IF THE ROOM TEMPERATURE EXCEEDS THE OUTSIDE AIR TEMPERATURE, THE UNIT SHALL RUN WITH THE OUTSIDE AIR DAMPERS 100% OPEN. THE UNIT SHALL STOP AND THE OSA DAMPERS SHALL CLOSE WHEN THE ROOM TEMPERATURE IS WITHIN 2 DEGREES OF THE OSA TEMPERATURE. f. OFF CYCLE: THE OUTSIDE AIR DAMPERS GO TO THE CLOSED POSITION AND THE FANS SHUT OFF. g. STATUS: CURRENT SENSORS AT EACH FAN AND DIFFERENTIAL PRESSURES SWITCHES ACROSS EACH FILTER SECTION SHALL MONITOR FAN AND FILTER STATUS AND ALARM TO THE DDC SYSTEM. h. FAN SHUTOFF SMOKE DETECTORS: SMOKE DETECTORS SHALL BE INSTALLED IN THE SUPPLY AIR DUCTS OF AIR HANDLERS. DETECTORS SHALL SHUT DOWN UNITS WHEN SMOKE IS DETECTED AND SIGNAL FIRE ALARM. 4. EXHAUST FANS: SEE SCHEDULE FOR CONTROL. D. INSTALLATION: ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND THE ELECTRICAL SPECIFICATION SECTIONS. ALL ELECTRIC/ELECTRONIC SYSTEMS SHALL BE HARDWIRED IN CONDUIT. WIRING SHALL BE CONCEALED IN WALLS, ABOVE THE CEILINGS, OR BELOW GRADE UNLESS OTHERWISE NOTED. EXPOSED WIRING SHALL RUN PARALLEL TO ROOM SURFACES; LOCATION SHALL BE APPROVED BY THE ARCHITECT. NO STRUCTURAL MEMBER SHALL BE WEAKENED BY CUTTING, NOTCHING, BORING OR OTHERWISE. PROVIDE A 120 VOLT CIRCUIT FOR EACH DEVICE REQUIRING EXTERNAL POWER. DEDICATED CIRCUITS SHALL BE PROVIDED WHERE REQUIRED. ANY PENETRATIONS IN WALLS OR CEILINGS FOR SENSORS AND TUBING SUCH AS PRESSURE SENSOR TUBING, ETC. SHALL BE PROVIDED WITH ESCUTCHEONS TO MATCH THE ADJACENT FINISH TO ENSURE A NEAT APPEARANCE. ANY DEVICES OR WIRING EXPOSED TO THE WEATHER SHALL BE PROTECTED IN WEATHERPROOF ENCLOSURES SUCH AS NEMA 3R AND WEATHERPROOF CONDUIT. SET, TEST AND ADJUST THE SYSTEM FOR PROPER OPERATION. E. TESTING AND ACCEPTANCE: THE CONTRACTOR SHALL FURNISH A COMPLETE AND OPERATING SYSTEM. THE CONTRACTOR SHALL ALSO VERIFY, IN THE PRESENCE OF THE CERTIFIED ACCEPTANCE TESTING TECHNICIAN PROVIDER (ATTCP), THE SYSTEM ACCURACY AND PROPER FUNCTION OF EACH CONTROLLED DEVICE AND SENSOR. THE FOLLOWING ITEMS SHALL BE SUCCESSFULLY CERTIFIED BY THE ATTCP PRIOR TO ACCEPTANCE BY THE OWNER: 1. DOCUMENT INSPECTION: a. THE TECHNICIAN IS REQUIRED TO REVIEW THE CONSTRUCTION DOCUMENTS APPROVED BY THE LOCAL AHJ INCLUDING NONRESIDENTIAL CERTIFICATES OF COMPLIANCE (NRCC) AND THE NONRESIDENTIAL CERTIFICATES OF INSTALLATION (NRCI). 2. CONSTRUCTION INSPECTION: a. THE TECHNICIAN IS TO COMPARE APPROVED PLANS AND DOCUMENTS TO THE ACTUAL INSTALLATIONS AND VERIFY THAT THEY ARE CONSISTENT. AFTER ALL NECESSARY MODIFICATIONS ARE MADE, THE TECHNICIAN IS TO AUTHORIZE FUNCTIONAL TESTING. 3. FUNCTIONAL TESTING: a. THE FUNCTIONAL TEST IS SPECIFIC TO THE EQUIPMENT TYPE AND REQUIREMENTS IN THE ENERGY CODE. ACCEPTANCE TESTING CAN BE PERFORMED BY THE INSTALLING TECHNICIAN OR A THIRD PARTY. THE ACCEPTANCE TEST RESULTS SHALL INDICATE THAT THE INSTALLED SYSTEM WAS OPERATIONAL AND IN COMPLIANCE WITH THE ENERGY CODE WHEN THE TECHNICIAN LEFT THE CONSTRUCTION SITE. END OF SECTION P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 Reviewed for Code Compliance
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DD GENERAL NOTES MECHANICAL FLOOR PLAN M-2.1 1. 18"x12" SA & 12"x26" RA UP TO (N) PACKAGE UNIT MOUNTED ON ROOF. SEE SHEET M-2.1 FOR ROOF LAYOUT. 2. 10"x10" EA UP TO (N) EXHAUST FAN MOUNTED ON ROOF. SEE SHEET M-2.1 FOR ROOF LAYOUT. 3. (N) OUTDOOR UNIT MOUNTED ON ROOF. SEE SHEET M-2.1 FOR ROOF LAYOUT. 4. (E) PACKAGE UNIT MOUNTED ON ROOF TO REMAIN 5. (N) INDOOR UNIT MOUNTED HIGH ON WALL PER DETAIL 9/M-8.0. 6. SUPPLY AIR DUCT DETECTOR MOUNTED PER DETAIL 7/M-8.0. 7. 28"x14" SA & 12"x36" RA UP TO (N) PACKAGE UNIT MOUNTED ON ROOF. SEE SHEET M-2.1 FOR ROOF LAYOUT. 8. TRANSITION 17-3/4"x12-1/8" SA DN TO 14"x16" SA. 9. TRANSITION 10-7/8"x25-5/8" RA DN TO 18"x18" RA. 10. TRANSITION (E) SA DN TO 14"Ø SA. FIELD VERIFY SIZE AND LOCATION OF (E) DUCT DROPS PRIOR TO COMMENCEMENT OF WORK. 11. TRANSITION (E) RA DN TO 16"Ø RA. FIELD VERIFY SIZE AND LOCATION OF (E) DUCT DROPS PRIOR TO COMMENCEMENT OF WORK. 12. TRANSITION 28-3/4"x14" SA DN TO 20"x20" SA 13. TRANSITION 12-5/8"x36-3/8" RA DN TO 18"x20" RA. 14. TRANSITION 17-3/4"x12-1/8" SA DN TO 18"x18" SA. 15. TRANSITION 10-7/8"x25-5/8" RA DN TO 20"x18" RA. 16. 12"Ø EA UP TO (N) EXHAUST FAN MOUNTED ON ROOF. SEE SHEET M-2.1 FOR ROOF LAYOUT. 17. UNDERCUT DOOR A. SEE DETAIL 4/M-8.0 FOR TYPICAL CEILING GRILLE INSTALLATION. B. SEE DETAIL 8/M-8.0 FOR TYPICAL DUCT SUPPORTS. C. SEE DETAIL 3/M-8.0 FOR TYPICAL BRANCH DUCT DETAIL. N P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 GENERAL NOTES VENTILATION CALCULATIONS PER CMC 403.7 ROOM 108 EXHAUST PER FIXTURE = 70 FIXT. QTY. = 2 EXHAUST CFM = 70 x 2 = 140 CFM ROOM 109 EXHAUST PER FIXTURE = 70 FIXT. QTY. = 2 EXHAUST CFM = 70 x 2 = 140 CFM ROOM 112 EXHAUST RATE = 0.3 CFM/ SQ. FT. SQ. FT. = 225.7 SQ. FT. EXHAUST CFM = 67.71 CFM PER CMC 405.4.1 EXHAUST CFM = 300CFM ROOM 113 EXHAUST RATE = 1 CFM/ SQ. FT. SQ. FT. = 98.5 SQ. FT. EXHAUST CFM = 98.5 CFM ~= 100 CFM (HC-2) HC3 HC4 7 1 4 EF1 2 EF1 2 EF2 2 ODU1 3 IDU1 5 6 HC1 1 A 12"x12" 385 CFM A 10"x10" 215 CFM A 10"x10" 215 CFM B 12"x12" 215 CFM B 12"x12" 215 CFM B 14"x14" 385 CFM 10"Ø SA A 12"x12" 385 CFM 16"Ø RA 14"Ø RA B 14"x14" 385 CFM 10"Ø SA 14"Ø SA 18"Ø SA A 12"x12" 430 CFM (TYP OF 2) A 12"x12" 370 CFM A 12"x12" 370 CFM 18"Ø RA B 14"x14" 430 CFM B 16"x16" 740 CFM 16"Ø SA 10"Ø SA A 12"x12" 480 CFM A 10"x10" 235 CFM A 10"x10" 235 CFM B 12"x12" 235 CFM B 14"x14" 360 CFM B 12"x12" 235 CFM A 12"x12" 400 CFM A 12"x12" 400 CFM A 12"x12" 400 CFM A 12"x12" 400 CFM A 12"x12" 400 CFM A 12"x12" 400 CFM 20"Ø SA 18"Ø SA 16"Ø SA 14"Ø SA 18"Ø RA B 14"x14" 480 CFM B 14"x14" 480 CFM B 14"x14" 480 CFM B 14"x14" 480 CFM B 14"x14" 480 CFM 14"Ø SA 12"Ø SA 14"Ø SA 12"Ø SA 12"Ø SA 12"Ø SA 12"Ø SA 12"Ø SA 8 12"Ø SA 12"Ø SA 12"Ø SA
14"Ø SA 14"Ø SA
12"Ø SA12"Ø SA 12"Ø SA
18"x20" RA 14"Ø RA
14"Ø RA 20"Ø RA 18"Ø RA 14"Ø RA 14"Ø RA 9 14"Ø RA 14"Ø RA 12"Ø RA 14"Ø RA 12"Ø RA 18"Ø RA 16"Ø RA 12"Ø RA 14"Ø RA B 14"x14" 430 CFM 16"Ø RA 14"x16"SA 12"Ø SA 10 11 121318"Ø RA 14 14"Ø RA 14"Ø RA A 15 20"Ø RA 18"x18" SA KEY NOTES # 10"Ø SA 8"Ø SA 10"Ø SA D 8"x8" 125 CFM D 8"x8" 125 CFM C 10"x10" 140 CFM C 10"x10" 140 CFM C 10"x10" 100 CFM B 12"x12" 300 CFM EF3 16 12"Ø EA 17 Reviewed for Code Compliance
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MECHANICAL DEMO ROOF PLAN M-3.0 1. DEMO (E) EVAPORATION COOLER AND ASSOCIATED DUCTOWORK 2. DEMO (E) PACKAGE UNIT AND ASSOCIATED DUCTWORK 3. (E) HC-2 TO REMAIN. DEMO ASSOCIATED DUCTWORK ABOVE CEILING.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 N 11 (HC-2) 3 2 / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / // / / / / / / / / KEY NOTES # Reviewed for Code Compliance
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MECHANICAL ROOF PLAN M-3.1 1. (N) PACKAGE HEAT PUMP UNIT MOUNTED ON ROOF CURB PER DETAIL 1/M-8.0. 2. (N) EXHAUST FAN PER DETAIL 2/M-8.0. 3. (E) ROOFTOP UNIT TO REMAIN. 4. (N) OUTDOOR UNIT PER DETAIL 10/M-8.0. 5. MANUFACTURER'S POWERED EXHAUST PROVIDED WITH EQUIPMENT.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 N HC1 (HC-2) HC3 HC4 11 1 3 EF1 2 EF2 2 ODU1 4 EF1 2 (E) 4" VTRPE1 PE3 PE4 5 5 5 KEY NOTES # EF3 2 Reviewed for Code Compliance
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MECHANICAL DETAILS M-8.0 PACKAGE UNIT ON METAL CURBHEAT PUMP UNIT. NTS #10x1/2" TEK SCREW. (TYP OF 4 PER CLIP) CONTINUOUS 2"x1/4" CURB GASKET KIT. (FURNISHED WITH HP UNIT) EQUIPMENT CURB. MICROMETL 16 GAUGE FACTORY HOLD DOWN CLIP. (TYP OF 4) #10x1/2" TEK SCREW. (TYP OF 4 PER CLIP) HEAT/COOL UNIT MOUNTING BASE RAIL. NOTES 1. MOUNT DUCT DETECTOR IN SA DUCT UPSTREAM OF BRANCH TAKE-OFFS. 2. UPON DETECTION OF SMOKE UNITS SHALL BE SHUT-DOWN AUTOMATICALLY. 3. PROVIDE INTERLOCKS TO SHUT DOWN UNIT AS REQUIRED. 4. PROVIDE INTERLOCKS TO ACTIVATE ALARM SYSTEM PER CMC 609. DETECTOR MOUNTING SAMPLING TUBE ORIENTATION AIR SAMPLING VERIFICATION AIRFLOW INTAKE TUBE EXHAUST TUBE DWYER 4000 DIFFERENTIAL PRESSURE GAGE (OR EQUAL) WITH TUBING AND SIZE D RUBBER STOPPERS. TOP OF DETECTOR AIRFLOW INTAKE TUBE EXHAUST TUBE DUCT MOUNTING SCREWS. RUBBER STOPPER. HIGH PRESSURE LOW PRESSURE DUCT DETECTOR NTS TOP OF DETECTOR AIRFLOW INTAKE TUBE EXHAUST TUBE AIRFLOW INTAKE TUBE EXHAUST TUBE FULL WIDTH OF DUCT TOP OF DETECTOR 45° SECURE WIRE TO STRUCTURE ABOVE. 4" WIDE SHEET METAL STRAP. SQUARE TO ROUND TRANSITION, AS REQUIRED. DIFFUSER. SEE PLANS FOR SIZE. PRE-FAB. SPIRAL ROUND DUCT CEILING. VOLUME DAMPER. FLEX DUCT. (MAX 5'-0" LONG) SEISMIC BRACING CABLE. SECURE TO STRUCTURE ABOVE PER ARCH. (TYP OF 1 PER CORNER) 6" WIDE NEOPRENE PAD. NOTES: 1. RETURN AND EXHAUST AIR REGISTERS SIMILAR. 2. INSTALL VOLUME DAMPER ON BRANCH DUCT AS CLOSE TO DUCT MAIN AS POSSIBLE. CEILING REGISTER NTS NOTE: DUCT HANGER SPACING TO BE AT 6'-0" O.C. RECTANGULAR DUCT. SEE PLAN FOR SIZE. 16 GA x 2" STRAP. (2) #10 SMS. DUCT SUPPORT DETAIL SPIRAL DUCT. SEE PLAN FOR SIZE. 4" 24 GA. SHEET METAL STRAP. SEE STRUCTURAL FOR UPPER ATTACHMENT. 3/8" MACHINE BOLT THROUGH STRAP & EYELET. 16 GA. x 2" STRAP. SEE DETAIL STRUCTURAL FOR UPPER ATTACHMENT. EXHAUST FAN (UPBLAST) ON CURB NOTE: MINIMUM HEIGHT FROM ROOF TO FAN DISCHARGE IS 40". EQUIPMENT CURB. #10 x 1/2" TEK SCREW. (2 PER SIDE MIN) MECHANICAL EQUIPMENT BASE. SEE PLANS. CONTINUOUS 2"x1/4" CURB GASKET. ACOUSTIC LINED SHEET METAL DUCT. SEE PLAN FOR SIZE.NTS EF NOTE: ALL BRANCH TAKE-OFFS SHALL HAVE A LOW LOSS FITTING WHETHER SHOWN ON THE FLOOR PLAN OR NOT. SUPPLY, RETURN OR EXHAUST AIR MAIN. ATTACH WITH SHEET METAL SCREWS & SEAL WITH MEDIUM PRESSURE DUCT SEALER. RECTANGULAR TO ROUND LOW-LOSS FITTING. MANUAL BALANCING DAMPER WITH LOCKING QUADRANT. CLAMP. (DO NOT USE DUCT TAPE) MANUAL BALANCING DAMPER WITH LOCKING QUADRANT. ROUND BRANCH DUCT RA. SA. 45° MAIN DUCT. FLEX DUCT. RECTANGULAR BRANCH DUCT RA. SA. 45° MAIN. "D" 4 BRANCH DUCT. "D" 1-1/2d d d NTS NTS 1/2" LAG BOLT @ 16" O.C. SEE DETAIL 1/S6.2. HP- TYPICAL BRANCH DUCT DETAILS P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 IDU MOUNTING BRACKET CL WOOD STUD. (TYP) NOTES: 1. SECURE MOUNTING BRACKET TO WALL. 2. HANG UNIT ON UNIT HOOKS POSITIONED ON UPPER PART OF MOUNTING BRACKET. PUSH BOTTOM OF UNIT ONTO BRACKET TO ENGAGE SNAP BUTTONS ON BOTTOM OF UNIT. IDU MOUNTING BRACKET. 1/4"Øx2-1/2" LAG SCREWS, (2) PER STUD. (TYP) CENTERLINE OF IDU. OUTLINE OF UNIT. ODU OUTDOOR UNIT. EQUIPMENT PLATFORM. SEE DETAIL 11/M-8.0 NOTE: SEE DETAIL 12/M-8.0 FOR REFRIGERANT PIPE PENETRATION. 3/8"x3" LAG SCREW. (TYP OF 4) 3" MIN 1/2" WIRE MESH SCREEN. FOAM SEAL AROUND PIPING TO SEAL OPENING OF VESTIBULE. 18 GAUGE S/M HOUSING. SOLDER HOUSING TO CURB ALL AROUND. S/M CURB CAP. 18 GA S/M CAP W/ 1" DRIP LIP ALL AROUND. RS & RL PIPING. ALUMINUM JACKET OVER INSULATION. INSTALL PIPING WITH 1/4"/FT. DN, SLOPE AWAY FROM VESTIBULE. EQUIP. PLATFORM. SEE DETAIL 12/M-8.0. INSULATED PIPE ROOF PENETRATION NTS FINISH ROOF. FULL PERIMETER CURB 14" TALL X 14 GA GSM. SECURE TO ROOF DECK WITH #10 SMS AT 12" OC. #10x1-1/2" WOOD SCREW AT 12 OC. FULL PERIMETER. 2x4 NAILER. RIGID INSULATION. 5/8" FIRE TREATED PLYWOOD. 22 GA GALV S/M PLATFORM CAP. EQUIPMENT PLATFORM 3" METAL DECK. SEE ARCHITECTURAL AND STRUCTURAL PLANS. RIGID INSULATION. NTS Reviewed for Code Compliance
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TITLE 24 DOCUMENTATION M-9.0
P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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TITLE 24 DOCUMENTATION M-9.1 1
P R O J E C T P L A N N I N G - D E S I G N - C O N S U L T I N G C u r r e n t R e l e a s e D a t e P l a n n i n g S u b m i t t a l P l a n C h e c k S u b m i t t a l S T A T U S R E V I S I O N S S c a l e P r o j e c t C o o r d i n a t o r P r o j e c t N o . S h e e t I D E N T I F I C A T I O N ATWATER CIVIC CENTER 2 1 5 0 8 T O L L H O U S E R O A D , S U I T E ' C ' C L O V I S , C A L I F O R N I A 9 3 6 1 1 5 5 9 - 2 9 8 - 3 0 6 0 ( O F F I C E ) 5 5 9 - 2 9 8 - 3 2 6 7 ( F A X ) PROPOSED TENANT IMPROVEMENT FOR:
1350 BROADWAY AVE.

ATWATER, CALIFORNIA 95301 NET POSITIVE F R Q V X O W L Q J H Q J L Q H H U V www.NPCeng.com project no. 1256 CITY OF ATWATER PLAN CHECK CORRECTIONS DATED: 09-13-23 1 1 Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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ELECTRICAL GENERAL NOTES

1. ALL WORK SHALL MEET THE LATEST ADOPTED ADDITIONS OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 24 AND ALL OTHER APPLICABLE REGULATIONS, WHICH INCLUDE:

CALIFORNIA BUILDING CODE 2022CALIFORNIA ELECTRICAL CODE 2022 NON RESIDENTIAL CEC ENERGY STANDARDS 2022NOTHING IN THE PLANS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

2. IT IS THE INTENTION OF THESE PLANS AND SPECIFICATIONS TO COVER EVERYTHING REQUIRED TO PROVIDE FOR COMPLETE AND OPERATIVE SYSTEMS. THE CONTRACTOR IS TO FURNISH LABOR, MATERIAL, TRANSPORTATION, EQUIPMENT, MISCELLANEOUS SERVICES, ETC. REQUIRED TO ACCOMPLISH THIS RESULT. ANYTHING WHICH MAY BE REASONABLY CONSTRUED AS A NECESSARY PART OF THE INSTALLATION IS TO BE INCLUDED, WHETHER OR NOT SPECIFICALLY SHOWN OR MENTIONED.

3. THE CONTRACTOR SHALL EXAMINE THE SITE AND EXISTING CONDITIONS AND MAKE ALLOWANCES IN THE BID FOR ANY CONDITIONS NOT SHOWN ON THE ELECTRICAL DOCUMENTS.

4. THE PLANS AND SPECIFICATIONS ARE INTENDED TO BE USED AS CONSTRUCTION GUIDELINES AND ARE NOT THE TOTAL INSTRUMENT OF CONTRACT DOCUMENTS. IT IS NOT THE INTENTION OF ANY CONSTRUCTION PLANS TO DIVIDE WORK AMONG DIFFERENT TRADES. VERIFY THE SCOPE OF WORK WITH THE ARCHITECT AND THE GENERAL CONTRACTOR.

5. ELECTRICAL ROUTING IS DIAGRAMMATIC ONLY. ACTUAL ROUTING & PHYSICAL CONDITIONS MAY VARY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL ROUTING, CONNECTIONS, & PROVISION OF ALL APPURTENANCES NECESSARY FOR A COMPLETE & OPERATING SYSTEM.

6. ELECTRICAL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED (UL, CSA ETC.) PER CEC 110.2.

7. ELECTRICAL EQUIPMENT SHALL HAVE A SHORT CIRCUIT CURRENT RATING CAPABLE OF WITHSTANDING THE AVAILABLE SHORT CIRCUIT CURRENT PER CEC 110.9. WHERE SERIES COMBINATION RATINGS ARE USED FOR NEW PANELS, PROVIDE A CAUTIONARY LABEL TO THE SERIES RATED DEVICE COVER STATING "CAUTION - SERIES RATED SYSTEM AMPACITY AVAILABLE" AND IDENTIFY THE COMPONENTS, PER CEC 110.3, 110.22(C), 240.86, AND THE UL RECOGNITION DIRECTORY.

8. PROVIDE MINIMUM 30" WIDE x 78" HIGH x 36" DEEP WORK CLEARANCES IN FRONT OF PANELS, SERVICE OR EQUIPMENT RATED AT 120/208V 3Ø 4W PER CEC 110.26.9. PROVIDE MINIMUM 30" WIDE x 78" HIGH x 42" DEEP WORK CLEARANCES IN FRONT OF PANELS, SERVICE OR EQUIPMENT RATED AT 277/480V 3Ø 4W PER CEC 110.26.

10. PROVIDE A PLACARD ON EACH PANELBOARD INDICATING THE LOCATION AND IDENTIFICATION OF THE FEEDER SERVING THE PANEL PER CEC 408.4(B).11. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUIT OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE MOUNTED BETWEEN 15" AFF AND 48" AFF AND SHALL COMPLY WITH CBC SECTION 11B-308. THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. IF THE REACH IS OBSTRUCTED (E.G. BY CASEWORK, COUNTERS, ETC.), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN CBC 11B-308.2.2 AND 11B-308.3.2.

12. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE MOUNTED BETWEEN 15" AFF AND 48" AFF AND SHALL COMPLY WITH CBC SECTION 11B-308. THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. IF THE REACH IS OBSTRUCTED (E.G. BY CASEWORK, COUNTERS, ETC.), SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN CBC 11B-308.2.2 AND 11B-308.3.2.

13. ALL WALL AND SURFACE MOUNTED FIXTURES PROTRUDING IN THE PATH OF TRAVEL (POT) OR COMMON PEDESTRIAN WAYS SHALL COMPLY WITH CBC 11B-307.2, OR SHALL BE MOUNTED LESS THAN 27" AFF OR GREATER THAN 80" AFF, OR SHALL BE PROVIDED WITH A BARRIER CONFORMING TO CBC 11B-307.4.

14. PROVIDE ILLUMINATED EMERGENCY POWER PER 2022 CFC, SECTION 1008.3.15. EMERGENCY EGRESS LIGHTING SHALL PROVIDE A MINIMUM LUMINANCE OF 1 FOOTCANDLE AT THE WALKING SURFACE FOR A MINIMUM OF 90 MINUTES.16. FIRE ALARM EQUIPMENT SHALL BE SERVED BY DEDICATED FIRE ALARM BRANCH CIRCUITS PER NFPA 72 10.6.5.1.2. THE CIRCUIT NUMBER SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM EQUIPMENT PER NFPA 10.6.5.2.1. THE CIRCUIT BREAKER SHALL BE EQUIPPED WITH RED HANDLE AND LOCK-ON DEVICE, AND PERMANENTLY IDENTIFIED AS "FIRE ALARM CIRCUIT" PER NFPA 72 10.6.5.2.2, 10.6.5.2.3, 10.6.5.2.4, AND 10.6.5.4.

17. WIRING FOR 120/208V AND 277/480V SYSTEMS SHALL BE MIN. #12 AWG THHN/THWN-2 COPPER.

18. 120V AND 277V BRANCH CIRCUITS SHALL HAVE DEDICATED NEUTRALS. SHARING NEUTRALS IS NOT ACCEPTABLE.19. FEEDERS SIZE #4 AND LARGER SHALL BE MEGGER TESTED. TEST RESULTS SHALL BE SUBMITTED TO THE ENGINEER.

20. CONDUIT INSTALLED ABOVE GRADE SHALL BE MIN. 3/4" TRADE SIZE. CONDUIT BELOW GRADE SHALL BE MIN. 1" TRADE SIZE.21. PROVIDE (4) 1" CONDUIT STUBS FROM EACH NEW ELECTRICAL PANEL TO ACCESSIBLE ATTIC SPACE FOR FUTURE USE.22. PROVIDE PERMANENT LOCK-OPEN DEVICES ON CIRCUIT BREAKERS SERVING ELECTRIC WATER HEATERS TO MEET THE REQUIREMENTS OF CEC 422.31.23. BEFORE AN OCCUPANCY PERMIT IS GRANTED FOR A NEWLY CONSTRUCTED BUILDING OR AREA, OR NEW LIGHTING SERVING A BUILDING, AREA OR SITE IS OPERATED FOR NORMAL USE, ALL INDOOR AND OUTDOOR LIGHTING CONTROLS SERVING THE BUILDING, AREA OR SITE SHALL BE CERTIFIED AS MEETING THE "ACCEPTANCE REQUIREMENTS" FOR CODE COMPLIANCE IN ACCORDANCE WITH SECTION 130.4. A "CERTIFICATE OF ACCEPTANCE" SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY UNDER SECTION 10-103(a) OF PART 1 THRU 7(c).

24. AT TIME OF "FINAL INSPECTION", ALL CODE REQUIRED SIGN CONTROLS WILL BE REQUIRED TO HAVE BEEN INSTALLED. REFERENCE SECTION 130.4 OF THE 2016 CALIFORNIA ENERGY CODE.

25. THE CALIFORNIA STATE LICENSE BOARD (CSLB) "ZERO TOLERANCE POLICY" IN EFFECT FOR NON-COMPLIANT LABOR CODE SECTIONS 3099 AND 2099.2 , SECTIONS 209.0 AND THE AB 931, AS OF JANUARY 2006, ENFORCEMENT OF LEGAL ACTION WILL BE ISSUED TO ANY C-10 CONTRACTOR WHO WILLFULLY EMPLOYS AN "UNCERTIFIED ELECTRICIAN" TO PERFORM ELECTRICAL WORK IN THE STATE OF CALIFORNIA.

26. THE GENERAL CONTRACTOR SHALL COORDINATE AND ENSURE FUNCTIONALITY OF THE FIRE ALARM SYSTEM INTERFACES BETWEEN THE FIRE ALARM CONTRACTOR, SPRINKLER

CONTRACTOR, MECHANICAL CONTRACTOR, AND ANY OTHER PERTINENT TRADES (FIRE ALARM, SPRINKLER SYSTEM, HOOD AND VENT EXTINGUISHING SYSTEM, HVAC, FIRE SMOKE DAMPERS, ETC.).

27. PROVIDE START-UP, TESTING, ADJUSTMENT, AND REPORTING OF BUILDING LIGHTING SYSTEM PER CGBSC 5.410.4.28. ARC-FLASH WARNING SIGNS SHALL BE PROVIDED PER CEC SECTION 110.16.29. FAULT CURRENT SHALL BE CALCULATED BASED ON THE INSTALLED CONDITIONS AND POSTED PRIOR TO FINAL INSPECTION PER CEC 110.24.

30. BRANCH CIRCUITS FOR LIGHTING AND POWER REQUIRING HOME RUN CIRCUITS MORE THAN 56 FEET IN LENGTH SHALL USE #10 CU AWG INSTEAD OF SIZE #12 AWG, WHEN TERMINATING CONDUCTORS ON A 20A OCPD TO LIMIT THE MAXIMUM 3% ALLOWED VOLTAGE DROP PER TITLE 24. LENGTH SHALL INCLUDE ELLS AND RISER LENGTHS WHEN CALCULATING THE DISTANCE.

31. COLORS/FINISHES/MATERIALS FOR ALL ELECTRICAL DEVICES, PLATES, LIGHT FIXTURES, ETC., SHALL BE CHOSEN BY THE INTERIOR DESIGNER.

ELECTRICAL SYMBOLS LEGEND

SYMBOL EQUIPMENT DESCRIPTION
WIRING BELOW GRADE 1'' CONDUIT MIN.CONDUIT STUB AND CAPFLEXIBLE CONDUITWIRING IN WALL OR CEILINGCONDUIT RISERUNLESS OTHERWISE NOTED

WP WEATHERPROOF
UON
(E) "EXISTING"
3/4'' CONDUIT MIN.3/4'' CONDUIT MIN.3/4'' CONDUIT MIN.3/4'' CONDUIT MIN.

EXISTING CONDUIT/WIRING RO REMAIN

GFI GROUND FAULT INTERRUPTER
LV
LOW VOLTAGE WIRINGEXISTING DEVICES TO BE REMOVEDWIRE SIZE INDICATED, IF OTHER THAN #12 AWG 3/4'' CONDUIT MIN.HASH MARKS DENOTES QTY. OF CONDUCTORS WHEN 3/4'' CONDUIT MIN.MORE THAN 2. THE LONG HASH IS THE NEUTRAL.CURVY HASHES ARE VIOLET/GRAY 0-10V DIMMINGCONDUCTORS 3/4'' CONDUIT MIN.

EXISTING CONDUIT/WIRING TO BE REMOVED
DATA/COMM OUTLET AT +18" AFF, UON 4-11/16" SQ. DEEP BOX WITH 1-GANG RING AND 1" CONDUIT ACCESSIBLE ATTIC SPACECOMM OUTLET AT +45" AFF, UONDATA OUTLET AT +18" AFF, UONWAP DATA JACK MOUNTED FLUSH IN CEILINGPROVIDE (2) DATA JACKS, UONPROVIDE (2) DATA JACKS, UONPROVIDE (1) DATA JACK, UON

EXISTING DEVICES TO REMAIN
4-11/16" SQ. DEEP BOX WITH 1-GANG RING AND 1" CONDUIT ACCESSIBLE ATTIC SPACE4-11/16" SQ. DEEP BOX WITH 1-GANG RING AND 1" CONDUIT ACCESSIBLE ATTIC SPACE 356 Pollasky Ave.

Suite 200
Clovis, CA 93612
559.323.4995 tel
559.323.4928 fax
Hardin-Davidson
Engineering
NOS ID TT DAV OCS. C
E17850

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P R O J E C T

ELECTRICAL NOTES AND SYMBOLS LEGEND
MODULAR FURNITURE POWER FEEDMODULAR FURNITURE DATACOM FEED GARVIN #72171-1-1/4W (4-11/16" SQ. x 2-1/8"D BOX) W/ 2-GANG RING & (2) 1-1/4"C. STUBS TO RECESSED TV BOX WITH POWER OUTLET, (2) DATA JACKS,AND (1) CATV JACK.

MAKE POWER CONNECTION AND PROVIDE 2"C. STUB TO ACCESSIBLE ATTIC SPACE.VERIFY HEIGHT/LOCATION PRIOR TO ROUGH-IN.ATTIC SPACE. CONNECT MODULAR FURNITURE PER MANUFACTURER REQUIREMENTS.CONNECT MODULAR FURNITURE PER MANUFACTURER REQUIREMENTS.4-11/16" SQ. x 2-1/8"D BOX W/ 2-GANG RING W/ INCOMING POWER CIRCUIT.

DUCT SMOKE DETECTOR, 120V PROVIDED BY MC. EC TO CONNECT 120V. FA CONTR. TO MONITOR.

IP SECURITY CAMERA. PROVIDE (1) DATA JACK. 4-11/16" SQ. DEEP BOX WITH 1-GANG RING AND 1" CONDUIT ACCESSIBLE ATTIC SPACE

VERIFY HEIGHT AND LOCATION WITH OWNER'S REP PRIOR TO ROUGH-IN

SYMBOL EQUIPMENT DESCRIPTION
REFER TO PANEL SCHEDULEREFER TO POWER SINGLE LINE DIAG.

TERMINAL CABINETSWITCHBOARDPOWER PANELJUNCTION BOXCOMBO STARTER/DISCONNECT SWITCH, WP REFER TO MECH. PLANS & SPECS.DUPLEX CONVENIENCE OUTLET AT +18" AFF 20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANTQUADPLEX CONVENIENCE OUTLET AT +18" AFFMOTOR REFER TO MECH. PLANS AND SPECS.EXHAUST FAN, CEILING MOUNTED REFER TO MECH. PLANS AND SPECS.

RECESSED DOWN LIGHT2X4 LIGHT FIXTURE

REFER TO FIXTURE SCHEDULEREFER TO FIXTURE SCHEDULE

FIXTURE W/ BATTERY BACKUP BALLASTWALL LIGHT REFER TO FIXTURE SCHEDULE PROVIDE UNSWITCHED HOT CONDUCTOR DISCONNECT SWITCH, FUSIBLE, WP REFER TO MECH. PLANS & SPECS.

GFI DUPLEX OUTLET AT +18" AFFWP, GFI DUPLEX OUTLET AT +18" AFF

EXIT SIGN (ARROWS INDICATE CHEVRONS)

W/ WP, LOCKABLE, IN-USE TYPE COVERFLOOR BOX REFER TO HENRY SCHEIN DRAWINGS FOR REQUIREMENTS LEVITON #TDR20-W / LEVITON #16362-SGW (HOSPITAL GRADE)LEVITON #TDR20-W / LEVITON #16362-SGW (HOSPITAL GRADE)LEVITON #X7899-W / LEVITON #X7899-HGW (HOSPITAL GRADE)20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANT20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANTLEVITON #X7899-W / LEVITON #X7899-HGW (HOSPITAL GRADE)20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANT SWITCH AT +45" AFF 20A 277V QUIET TOGGLE3-WAY SWITCH AT +45" AFF 20A 277V QUIET TOGGLEWALL MOUNTED DUAL TECH OCCUPANCY SENSOR SWITCH,0-10V DIMMING, AT +45" AFF U.O.N.

ROUGH IN WITH 1G BOX PER SWITCH W/ RING,1"C. TO ACCESSIBLE ATTIC SPACE 4-11/16" SQUARE BOX & COVER PLATE MIN.

WIRELESS DIGITAL DIMMER SWITCH, WIRELESS DIGITAL OCCUPANCY SENSOR W/ WIRELESS DIGITAL DIMMER SWITCH W/ INTEGRALOCCUPANCY SENSOR AND PHOTOSENSORAT +48" AFF TO TOP OF BOXPHOTOSENSOR, DUAL-TECHNOLOGY, CEILING MOUNTWIRELESS DIGITAL OCCUPANCY SENSOR W/ PHOTOSENSOR, DUAL-TECHNOLOGY, WALL MOUNTAT +48" AFF TO TOP OF BOX nLIGHT AIR SYSTEM, nLIGHT AIR SYSTEM,
WIRELESS DIGITAL GATEWAY / CONTROLLER nLIGHT AIR SYSTEM, PROVIDE (1) GATEWAY AT EACH BUILDING AND CONNECT TO LAN. PROVIDE BOX/OUTLET
WIRELESS RECEPTACLE RELAY CONTROLLED BYWIRELESS DIMMING POWER PACKVERIFY 0-10V, 2- OR 3-WIRE, MLV, OR ELV BY FIXTURE nLIGHT AIR SYSTEM, MOUNT IN ACCESSIBLE ATTIC ORINCONSPICUOUS, HIGH ON WALL, WHEN NO CEILING

OCCUPANCY SENSOR
nLIGHT AIR SYSTEM, MOUNT IN ACCESSIBLE ATTIC ORINCONSPICUOUS, HIGH ON WALL, WHEN NO CEILING.AT GATEWAY LOCATION FOR GATEWAY POWER SUPPLY.(1) RELAY PER CIRCUIT IN EACH CONTROLLED AREA.277V CONSTANT HOT REQUIREDnLIGHT AIR SYSTEM, 277V CONSTANT HOT REQUIRED277V CONSTANT HOT REQUIREDnLIGHT AIR SYSTEM, 277V CONSTANT HOT REQUIRED

PRIMARY SIDELIT DAYLIT ZONE BOUNDARYSECONDARY SIDELIT DAYLIT ZONE BOUNDARYSKYLIT DAYLIT ZONE BOUNDARY 208V OUTLET @ +18" AFF U.O.N. VERIFY REQ'TS W/ EQUIPM'T PROVIDER12" CU GROUND BUS BAR PROVIDE 1/2"C. W/ #6 GREEN GROUND WIRE TO G.E.C.DUPLEX CONVENIENCE OUTLET @ +18" AFF U.O.N.,QUADPLEX CONVENIENCE OUTLET @ +18" AFF U.O.N.,SPLIT-WIRED WITH NORMAL AND CONTROLLEDOUTLETSONE NORMAL AND ONE CONTROLLED OUTLETS LEVITON #TDR20-W / LEVITON #16362-SGW (HOSPITAL GRADE)LEVITON #TDR20-W / LEVITON #16362-SGW (HOSPITAL GRADE)20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANT20A SPEC. GRADE, NEMA GROUNDED, TAMPER RESISTANT MAIN
400/3

METER/MAIN SWITCH 'MS'
120/208V 3Ø 4W,
SCCR=65kA,
NEMA 3R, WALL MOUNTED
SN
METERM

KEYNOTES

1. GROUNDING ELECTRODE
CONDUCTORS PER DETAIL 2/E1.0.

PANEL
'A'
PANEL
'B'

FEEDERS
A. PROPOSED PG&E UPGRADED OH
SERVICE DROP.

B. 3"C. (4) 500kCMIL, (1) 1/0 GND.

C. 3"C. (4) 500kCMIL, (1) 1/0 GND.

TO UNDERGROUND

STEEL WATER PIPE

WHERE AVAILABLE

TO GROUND
ROD(S)
GROUNDING PER CEC 250

TO BUILDING
STEEL
SIZE
FULL
DISTRIBUTION PANELSBONDING GROUND TOPER CEC 250

MAIN SERVICE BOARD
FULL SIZE GROUNDINGELECTRODE PER CECTABLE 250.66

NEUTRALGROUNDBUSBUS
3 POWER SINGLE LINE DIAGRAM NO SCALE
2 GROUNDING DETAIL NO SCALE
1 PANEL SCHEDULES NO SCALE
DOOR CONTROLLER PROVISION PROVIDE J-BOX W/ 120C POWER IN ATTIC SPACE CARD READER LOCATION PROVIDE 1G J-BOX & SWITCH RING AT +45" AFF. & 1"C. STUB TO ATTIC SPACE.DOOR POSITION SENSOR AND STRIKER FEED 1/2"C. STUB FROM DOOR HEADER TO ATTIC SPACE & 1/2"C. FROM DOOR STRIKER TO ATTIC SPACE.

Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

Page 292 of 325 ends

356 Pollasky Ave.

Suite 200
Clovis, CA 93612
559.323.4995 tel
559.323.4928 fax
Hardin-Davidson
Engineering
NOS ID TT DAV OCS. C
E17850

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P R O J E C T

ELECTRICAL SCHEDULES & DETAILS

TYPE OF SPACE

MANUAL ON/OFF/OVERRIDE

DIMMING SWITCH

AUTOMATIC DAYLIGHT DIMMING WHEN AVAILABLE

OCCUPANCY SENSOR ON
OCCUPANCY SENSOR ON TO 70%
OCCUPANCY SENSOR REDUCE TO 50% AFTER 10 MIN
OCCUPANCY SENSOR OFF AFTER 20 MIN

GATEWAY OPEN HOURS SCHEDULE ON

GATEWAY CLOSED & HOLIDAY HOURS SCHEDULE OFF
COLOR TOUCHSCREEN WITH AT LEAST 4 SCENES

REMOTE ON/OFF CONTROL OR KEY SWITCH

DEMAND RESPONSE CAPABLE

ASTRONOMIC TIMECLOCK ON/OFF

ASTRONOMIC TIMECLOCK DIMMING

ASTRONOMIC TIMECLOCK A/B RELAYS
ENTRY / LOBBYCORRIDOROFFICELARGE RESTROOMSTORAGE <100 S.F.KITCHENEXAM RM / NURSE STATIONMULTI-PURPOSEGYMNASIUMCAFETERIABUILDING EXTERIORPEDESTRIAN WALKSPARKING LOTCONFERENCE ROOMOTHERSTAIRWELLSBUILDING >10,000 S.F.

GATEWAY SHADOWS SWITCHES DURING OPEN HOURS

ELECTRICAL ROOMKITCHENETTES IN OFFICESCOPY ROOMS

CONTROLLED POWER RECEPTACLES

CLASSROOMS
3 LIGHTING CONTROL MATRIX 4 LIGHT FIXTURE SCHEDULE
TAUT
SLACK
TYPE
42 WIRES
HANGER
NO. OF
> 56 LBS< 56 LBS
WEIGHT
> 24" x 48"< 24" x 48"

DIMENSION

FIXTURE
LIGHT

HEAVY DUTY GRID SYSTEM
A MINIMUM OF (2) 12 GA.

SLACK SAFETY WIRES

ATTACHED DIRECTLY TO THE

STRUCTURE ABOVE AT
DIAGONAL CORNERS PERDSA IR 25.2-13. REFER TO

ARCHITECTURAL DETAILS

FOR ACCEPTABLE

ATTACHMENTS TO
STRUCTURE.

METAL T-BAR GRID SYSTEM
SEISMIC CLIP: CADDY #SFCLT WITH 8
x 3/4" TEK SCREWS FROM LIGHT
FIXTURE TO TEE-BAR AND SCREWDIRECTLY AT EACH CORNER OFLIGHT FIXTURE. 'SIMPSON' L50 OR EQ. AND (3)-#10 X 1"SELF-DRILLING SCREW EACH LEG. (TYP.) MIN. 20 GA METAL STUDBLOCKING, TWO PER EACH
4'-0" LIGHT FIXTURE.

METAL CEILING
JOIST

FINISH CEILING
#10 X 1" HEX HEAD SELF-DRILLING
WITH WASHER, (2) AT EACH END
AND AT 48" CENTERS MAX INTO
BLOCKING.

LIGHT FIXTUREMAX. OPERATING
WT. = 30 LBS. PER4 LINEAR FT.

RECESSED
LIGHT

FIXTURE

LIGHT FIXTURE
12 GA HANGER WIRES

SECURED TO STRUCTURAL

MEMBERS
NOTE:MAX. OPERATING
WT. < 20 LBS.

FACTORY SUPPLIEDHANGER BAR.

ATTACH TO METAL
STUDS W/ 3/8" TEKSCREWS.

GYPBOARD INTERIOR

FINISH OR STUCCOEXTERIOR FINISH

LIGHT FIXTURE
NOTE:MAX. OPERATING
WT. < 20 LBS.

FACTORY SUPPLIEDHANGER BAR. ATTACH TO

GRID PER FACTORY
INSTRUCTIONS.

T-BAR GRID AND

CEILING TILES
2 SURFACE FIXTURE MOUNTING DETAIL
1 LAY-IN FIXTURE GRID MOUNTING DETAIL
5 DOWNLIGHT MOUNTING DETAILS
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09/28/2023

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(AS)
(A) (A)(A)
(B)
(C1)
(C2)
(D)
(D)
(B)(B)
(G)
(X)
(XR)
(XR)
(X)
(XL)
(XL)
(XL)
(EL)
(XL)
(XL)
(X)
(FE)
(B)
(A)(AS)
(A)(AS)
(A)(A)
(A)(AS)
(A)(AS)
(A)(A)
(A)
(A) (A)
(A)
(A)(A)
(A)(A)
(A)(A)
(A)
(A)
(A)(AS)
(A)(A)
(A)(AS) (A)
(AS)
(A) (A)
(AS)(A)
(A)(A)
(A)(A)
(P1) (P1) (P1) (P1)
(XR)
(E)
P3
R2
(P2)
(E)
P3
(E)
P3
(E)
P3
R2
(P2)
A-9 VIA LCP
RELAYS 2, 3
(C1) (C1)
(C1) (C1) (C1)
(C2)
(P1)
(P1)
(P1)
A-1
A-9 VIA LCP
RELAY 1
(AS)
a
a b
a
(AS) (A)
(A) (AS)(A) (A)(AS) (A)(AS) (A)(A) (A)(A)
(A)
(A)(A)(A)(A)(A)
(B)(B)(B)(B)
(AS)
(X)
(XL)
(X)
A-7
(A) (AS)
a a
bb c c
c c
c
A-3
(A) (A)
(A)(A)
(EL)
(X)
d
dd
A-5
(XL)
356 Pollasky Ave.

Suite 200
Clovis, CA 93612
559.323.4995 tel
559.323.4928 fax
Hardin-Davidson
Engineering
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P R O J E C T

LIGHTING PLAN

KEY NOTES

1. LIGHTING CONTROL GATEWAY
ACUITY #nECY MVOLT ENC SEP GFXK AIR.

CONNECT POWER AND PROVIDE DATA CONNECTION. MOUNT WALL CONTROLLER ON WALL BELOW GATEWAY.

2. LIGHTING CONTROL PANEL "LCP"
ACUITY #ARP INTENC08 NLT 8FCR MVOLT HLK SM DTC.

CONNECT POWER AND PROVIDE DATA CONNECTION ON nLIGHT NETWORK.

1. THE CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM OF LIGHT FIXTURES AND CONTROLS THAT COMPLY WITH THE REQUIREMENTS OF CALIFORNIA ENERGYCOMMISSION TITLE 24.

2. PROVIDE A COMPLETE AND OPERATIONAL ACUITY BRANDS "nLIGHT AIR" CONTROLS PACKAGE IN LIGHTING AREAS. PROVIDE WALL SWITCHES, SENSORS, POWER PACKS,MISCELLANEOUS APPURTENANCES, FACTORY CABLING, AND FACTORY COMMISSIONING.

3. THE PLANS GENERALLY SHOW THE LOCATION OF SWITCHES, SENSORS, CONTROL MODULES ETC. ACTUAL LOCATIONS AND INSTALLATION REQUIREMENTS SHALL BEDETERMINED BY THE MANUFACTURER'S SHOP DRAWINGS. SUBMIT SHOP DRAWINGS TOENGINEER FOR APPROVAL.

4. PROVIDE FACTORY COMMISSIONING, TO INCLUDE COMPLETE CONTROL WIRING/ CALIBRATION/ PROGRAMMING OF LIGHTING CONTROL COMPONENTS.

5. LIGHTING FIXTURE COLORS, WHEN SHOWN TO BE SELECTED BY ARCHITECT OR NOT OTHERWISE SPECIFIED, SHALL BE SUBMITTED TO AND SELECTED BY THE ARCHITECT'SOFFICE. DO NOT SUBMIT COLORS THAT HAVE NOT BEEN APPROVED BY THE ARCHITECT.

6. LIGHTING SYSTEM ACCEPTANCE TESTING IS REQUIRED AS PER TITLE 24. THE CONTRACTOR SHALL INCLUDE ACCEPTANCE TESTING COSTS IN BID. THE CONTRACTOR IS RESPONSIBLE TO MAKE ANY ADJUSTMENTS NECESSARY TO ACHIEVE ACCEPTANCE.

7. AN EQUAL SUBSTITUTE PACKAGE BY ANOTHER MANUFACTURER MAY BE ACCEPTABLE;

HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL REQUIRED

COMPONENTS, ADDITIONAL WIRING FOR DIMMING OPERATION OF LIGHT FIXTURES, AND ANYTHING ELSE NEEDED FOR A COMPLETE AND OPERATIONAL SYSTEM. SUBMIT A

PROPOSED SUBSTITUTE PACKAGE, COMPLETE WITH ALL FIXTURE CUT SHEETS AND

LIGHTING CONTROLS SHOP DRAWINGS, TO THE ENGINEER FOR REVIEW AND APPROVAL. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF THE SUBSTITUTE PACKAGE.

LIGHTING GENERAL NOTES
Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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FF
+45"
+60"
+48"
#6
+45"
+36"
+44"
MIC
+44"
MIC +36"
PNL
"A"
PNL
"B"
METER/
MAIN
"MS"
OH
~~
B-1,3,5
A-39/41
B-7,9,11
A-13,15,17
3 1
5 7
9 11 15
13 13
13 17
11 3 5 3
9 11
B-23
B-25,27,29
25 25
25 25
27 29 29
29 29
29 29
27 27
27 27
B-31,33,35,37
31,33
35 37
B-2,4,6,8
B-10,12,14,16
B-18,20,22,24
1-1/4"
1-1/4"
B-39,41,43
39 39 41 43
39 39
39 39
41 41
41 41
43 43
43 43
43 43
43 B-45,47,49
53 45
45 47 49
B-26,28,30
26 28
30 28
28 28
28 30
3030
30 B-51
B-53
B-50,52,54
50 52
54 +30"
B-44
B-46
B-48
WH-2
WH-2
WH-1
TO ODU
B-42
B-32
B-34
356 Pollasky Ave.

Suite 200
Clovis, CA 93612
559.323.4995 tel
559.323.4928 fax
Hardin-Davidson
Engineering
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P R O J E C T

POWER & LOW VOLTAGE PLAN

1. ENSURE ALL POWER WIRING AND LOW VOLTAGE CABLES HAVE CONDUIT PATHWAYS FROM SOURCE TO DESTINATION PRIOR TO CLOSING UP HARD LID CEILING.

KEY NOTES

1. EXISTING PG&E POLE AND PROPOSED TRANSFORMER REPLACEMENT FOR NEW BUILDING SERVICE.

2. PROPOSED OVERHEAD SERVICE DROP.

3. COORDINATE ALL OUTLET LOCATIONS IN CASEWORK WITH ARCHITECTURAL ELEVATIONS AND CABINETRY DRAWINGS.

4. 48"W x 96"H x 1"D. FIRE-RESISTANT PLYWOOD BACKBOARD.

5. CONNECT (4) CIRCUITS TO MODULAR FURNITURE. NOTE TWO CIRCUITS ARE CONTROLLED BY POWER PACKS.

POWER & LOW VOLTAGE NOTES
Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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A-13
#8
#4
#8
A-20/22/24
A-2/4/6
A-20/22/24
A-26/28

CONNECT TO
NEAREST GEN.

OUTLET CKT.

CONNECT TO

NEAREST
OUTLET CKT.

CONNECT TO
NEAREST GEN.

OUTLET CKT.
#6
A-8/10/12
356 Pollasky Ave.

Suite 200
Clovis, CA 93612
559.323.4995 tel
559.323.4928 fax
Hardin-Davidson
Engineering
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P R O J E C T

ROOF ELECTRICAL PLAN

KEY NOTES

1. INTERLOCK 120V EXHAUST FAN CIRCUITING WITH CONTROLS SPECIFIED IN MECHANICAL DRAWINGS.

NOTE:

ALL WIRING SHALL BE RUN IN CONDUIT IN THE ATTIC SPACE BELOW THE ROOF. DO NOT RUN CONDUIT HORIZONTALLY ABOVE THE ROOF PLANE.

Reviewed for Code Compliance
CSG CONSULTANTS, INC.
09/28/2023

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30cd
15cd
15cd
30cd
30cd
30cd30cd
15cd
30cd 30cd
30cd 30cd
15cd
30cd
15cd
DUCT
DET.
15cd
15cd
356 Pollasky Ave.

Suite 200
Clovis, CA 93612
559.323.4995 tel
559.323.4928 fax
Hardin-Davidson
Engineering
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P R O J E C T

FIRE ALARM PLAN

SYMBOL EQUIPMENT DESCRIPTION CSFM

FIRE ALARM CONTROL PANEL

SMOKE DETECTOR, PHOTOELECTRIC

MONITOR MODULE

EATON ELHSC
POTTER PAD200-PD
POTTER PAD100-MIM

HORN/STOBE, CEILING MT'D
7272-0328:0531
7300-0328:0514
POTTER AFC-50
REMOTE ANNUNCIATOR PANEL POTTER RA-6075R 7165-0328:0195 7165-0328:0509

FIRE ALARM NOTES

1. THE FIRE ALARM CONTRACTOR SHALL PRODUCE DETAILED AND COMPLETE FIRE ALARM PLANS AND CALCULATIONS, ASSEMBLE CUT SHEETS, AND SUBMIT ALL DOCUMENTS TO THE AUTHORITY HAVING JURISDICTION IN ORDER TO OBTAIN A PERMIT.

2. ALL REFERENCES TO THE FIRE ALARM SYSTEM ON THESE PLANS, INCLUDING LOCATIONS OF DEVICES, HAVE NOT BEEN REVIEWED BY THE AUTHORITY HAVING JURISDICTION (AHJ). ANY REFERENCE TO THE FIRE ALARM SYSTEM IS DEFERRED FOR APPROVAL BY THE AHJ FOLLOWING RECEIPT OF DETAILED PLANS.

3. INSTALLATION OF THE FIRE ALARM SYSTEM (FAS) SHALL NOT BE STARTED UNTIL DETAILED DESIGN DOCUMENTS AND SPECIFICATIONS, INCLUDING STATE FIRE MARSHAL LISTING NUMBERS FOR EACH COMPONENT OF THE SYSTEM HAS BEEN APPROVED BY THE CSFM.

4. ALL WORK SHALL CONFORM TO THE 2022 EDITION OF NFPA 72.

5. INSTALLATION OF THE FIRE ALARM SYSTEM (FAS) SHALL NOT BE STARTED UNTIL DETAILED DESIGN DOCUMENTS AND SPECIFICATIONS, INCLUDING STATE FIRE MARSHAL LISTING NUMBERS FOR EACH COMPONENT OF THE SYSTEM HAS BEEN APPROVED BY DSA.

6. UPON COMPLETION OF THE INSTALLATION OF THE FIRE ALARM SYSTEM, A SATISFACTORY TEST OF THE ENTIRE SYSTEM SHALL BE MADE IN THE PRESENCE OF THE INSPECTOR.

7. A STAMPED SET OF APPROVED FIRE ALARM DESIGN DOCUMENTS SHALL BE ON THE JOB SITE AND USED FOR THE INSTALLATION.

8. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE CODE OR RECOGNIZED STANDARDS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER OF THE PROJECT.

9. ALL PENETRATIONS THROUGH RATED ASSEMBLIES REQUIRING OPENING PROTECTION SHALL BE PROVIDED WITH A PENETRATION FIRE STOP SYSTEM AS IDENTIFIED IN CBC CHAPTER 7, UL, OR OTHER LAB TESTING CRITERIA. APPROVED TYPE OF MATERIALS SHALL BE IDENTIFIED WITHIN THE SPECIFICATION WITHIN THE FIRE ALARMSECTION.

10. AUDIBLE DEVICES SHALL PROVIDE A SOUND PRESSURE LEVEL OF 15 DECIBELS (dBA) ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dBA ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, IN EVERY SPACE WITHIN A BUILDING THAT MAY BE OCCUPIED.

11. AUDIBLE DEVICES SHALL BE SYNCHRONIZED TEMPORAL CODE 3 PATTERN.12. VISUAL DEVICES SHALL NOT EXCEED 2 FLASHES PER SECOND AND SHALL NOT BE SLOWER THAN 1 FLASH PER SECOND. THE DEVICE SHALL HAVE A PULSING LIGHT SOURCE NOT LESS THAN 15 CANDELA. VISUAL DEVICES WITHIN 55' FROM EACH OTHER SHALL BE SYNCHRONIZED.

13. ALL FIRE ALARM WIRING SHALL BE FLP OR FPLP (FIRE POWER LIMITED OR FIRE POWER LIMITED PLENUM) AS REQUIRED FOR APPLICATION. WIRING IN CONDUIT ABOVE GROUND MAY BE THHN OR THWN.

14. PER CEC STANDARDS, ALL WIRING SHALL BE PULLED THROUGH EACH JUNCTION BOX AND CONNECTED DIRECTLY TO EACH FIRE DEVICE. DO NOT SPLICE WIRE. ANY CONNECTION SHALL BE BY LUG CONNECTION AT A DEVICE OR AT A FATC TERMINAL BLOCK ONLY. ALL BOXES TO BE SIZED PER CEC.

15. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 12" FROM FIRE SPRINKLERS NOR 36" FROM SUPPLY AIR DIFFUSERS. IN AREA OF CONSTRUCTION OR POSSIBLE DAMAGE/CONTAMINATION, NEWLY INSTALLED FIRE ALARM DEVICES SHALL BE COVERED UNTIL THAT AREA IS READY TO BE TURNED OVER TO THE OWNER.

16. A DEDICATED BRANCH CIRCUIT SHALL BE PROVIDED FOR FIRE ALARM EQUIPMENT. THIS CIRCUIT SHALL BE ENERGIZED FROM THE COMMON USE AREA PANEL AND SHALL HAVE NO OTHER OUTLETS. THE BREAKER SHALL HAVE A RED LOCKING DEVICES TO BLOCK THE HANDLE IN THE "ON" POSITION. THE CIRCUIT BREAKER SHALL BE LABELED "FIRE ALARM CIRCUIT CONTROL". CIRCUIT ID TO BE LABELED AT THE FIRE PANEL/EXTENDERS.

17. THE INSTALLING CONTRACTOR SHALL PROVIDE A RECORD OF COMPLETION PER NFPA 72, FIGURE 10.18.2.1.1.18. THE INSTALLING CONTRACTOR SHALL PROVIDE SYSTEM PROGRAMMING FOR SUPERVISORY MONITORING PER CBC 901.6.2.19. SUPERVISORY MONITORING SHALL BE TESTED AND VERIFIED AS SENDING CORRECT SIGNALS IN CONJUNCTIONS WITH FINAL TEST. FIRE ALARM SYSTEMS SHALL TRANSMIT THE ALARM, SUPERVISORY AND TROUBLE SIGNALS TO AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. THE SUPERVISING STATIONS

SHALL BE LISTED AS EITHER UUFX (CENTRAL STATION) OR UUJS (REMOTE AND PROPRIETARY) BY UNDERWRITERS LABORATORY (UL) OR SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD FM 3011. A COPY OF ALL DEVICES REPORTED TO THE CENTRAL STATION SHALL BE PROVIDED TO THE OWNER'S ELECTRONICSDEPARTMENT.

20. OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING A FIRE SYSTEM MONITORING CONTRACT OR PROVISIONS.21. BATTERIES SHALL BE STAMPED WITH DATE OF MANUFACTURE.22. THE FAS INSTALLER SHALL PROVIDE ALL FACTORY WARRANTIES TO THE OWNER AT THE CLOSE UP OF THE PROJECT.23. THE FAS INSTALLER SHALL PROVIDE WRITTEN CERTIFICATION USING NFPA 72 INSPECTION AND TESTING FORMS AND SHALL CERTIFY THAT THE INSTALLATION, TESTING, AND OPERATION CONFORM IN ALL RESPECTS TO THE REQUIREMENTS AS SET FORTH IN TITLE 19 OF THE CALIFORNIA CODE OF REGULATIONS AND PART 3, ARTICLE 760 OF TITLE 24 OF THE C.C.R. AND C.B.C. SECTION 305.9. THE CONTRACTOR SHALL SUBMIT THE COMPLETED FAS CERTIFICATION AND DESCRIPTION FORM TO DIVISION OF STATE ARCHITECT.

ANNUNCIATE TROUBLEANNUNCIATE ALARMANNUNCIATE SUPERVISORYINITIATE NOTIFICATION APPLICANCESTRANSMIT TO CENTRAL STATIONACTION

INITIATION CONDITON SMOKE, HEAT,

OR DUCT

DETECTOR,

FIRE SPRINKER

FLOW SWITCH

DUCT SMOKE

DETECTOR

FIRE SPRINKLER

TAMPER SWITCH,

POST INDICATOR
VALVE

CLOSE DUCT DETECTOR

POWER LOSS,
SHORT

CIRCUIT,

GROUND FAULT

SEQUENCE OF OPERATIONS MATRIX FIRE ALARM SYMBOLS
7135-0785:0504

1. MONITOR AIR CONDITIONING UNIT SUPPLY AIR DUCT SMOKE DETECTOR AND SHUT DOWN AIR CONDITIONING UNIT UPON SMOKE DETECTION.

KEY NOTES
PULL STATION POTTER PAD100-PSSA-PSDA 7150-0328:0201
Reviewed for Code Compliance
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09/28/2023

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356 Pollasky Ave.

Suite 200
Clovis, CA 93612
559.323.4995 tel
559.323.4928 fax
Hardin-Davidson
Engineering
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P R O J E C T
TITLE 24 COMPLIANCE FORMS
Reviewed for Code Compliance
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09/28/2023

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CITY COUNCIL

AGENDA REPORT

MEETING
DATE:

October 23, 2023
TO: Mayor and City Council
FROM: Justin Vinson, Public Works Director

PREPARED
BY:

Justin Vinson, Public Works Director
SUBJECT: Awarding a Professional Services Agreement to Raftelis Financial Consultants, Inc. of Los Angeles, California for a Water and Sewer Rate Study (Public Works Director Vinson)

RECOMMENDED COUNCIL ACTION
Motion to award a Professional Services Agreement, in a form approved by the City Attorney, to Raftelis Financial Consultants, Inc. of Los Angeles, California for a Water and Sewer Rate Study, in an amount not to exceed $124,273; and authorizes and directs the City Manager or her designee to execute all contract documents on behalf of the City; or
Motion to approve staff's recommendations as presented.

I. BACKGROUND/ANALYSIS:

The City of Atwater provides water and sewer services to a population of approximately 31,978 residents, which includes approximately 7,095 residential customers and 994 multi-family and commercial customers. The water and sewer rates are designed to collect revenues sufficient to provide reliable, high-quality water and wastewater/sewer services to cover the operational costs of the Water and Sewer Enterprise Funds. The City's Water and Wastewater fund relies entirely on customer revenues to provide services. No local, state, or federal taxes offset the cost of services.

The last rate study for water and sewer services was completed by Raftelis in 2018.

When these studies were approved by council in 2018, it reduced the sewer rate 15% and set a five-year rate schedule that expired July 1, 2022. Consistent with state law limitations and restrictions, it is best practice for cities to complete rate studies every 5 years to ensure the customers are being charged correctly for the services that are being provided for them and for the upkeep of the city's water and sewer system.

The City requested proposals from qualified consultants, professional services to prepare a water and sewer rate study with a five year rate schedule, consistent with industry accepted cost-of-service principles, satisfying future revenue requirements and

CITY COUNCIL
Mike Nelson, Mayor
Danny Ambriz Tyler Button
John Cale Brian Raymond

Page 299 of 325 ends

Agenda Report - Page 2

meeting state law requirements for the water and sewer rate study services. The City received 3 proposals for the requested services. Staff evaluated all three proposals and Raftelis was selected based off their knowledge and experience in dealing with water and sewer rate studies and their experience with the City's systems.

II. FISCAL IMPACTS:

Sufficient funding for this item is available in the Water Enterprise Fund, Water Supply, Professional Services, Account No. 6000.7010.3030 and Sewer Enterprise Fund, Sewer System, Professional Services, Account No. 6010.5051.3030.

This item has been reviewed by the Finance Department.

III. LEGAL REVIEW:

This item has been reviewed by the City Attorney's Office.

IV. EXISTING POLICY:

This item consists of goals number one (1) and two (2) of the City's Strategic Plan; to ensure the City's continued financial stability and to improve public safety, respectively.

V. ALTERNATIVES:

N/A
VI. INTERDEPARTMENTAL COORDINATION:

This item has been reviewed by all departments.

VII. PUBLIC PARTICIPATION:

The public will have an opportunity to provide comments on this item prior to City Council action.

VIII. ENVIRONMENTAL REVIEW:

This item is not a "project" under the California Environmental Quality Act (CEQA) as this activity does not cause either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to Public Resources Code Section 21065.

IX. STEPS FOLLOWING APPROVAL:

Upon City Council's approval, staff will route the Professional Services Agreement for signatures.

Submitted by:

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Agenda Report - Page 3

Justin Vinson, Public Works Director
Approved by:

Lori Waterman, City Manager
Attachments:

1. Exhibit A- Professional Service Agreement between Raftelis and COA

2. Exhibit B -Raftelis Scope of Work

3. Exhibit C- Raftelis Cost Proposal

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 1 of 16

PROFESSIONAL SERVICES AGREEMENT BETWEEN

THE CITY OF ATWATER AND RAFTELIS FINANCIAL CONSULTANTS, INC (PROFESSIONAL) THIS AGREEMENT for professional services is made by and between the City of Atwater, a California municipal corporation (“City”) and Raftelis Financial Consultants, Inc, (“Professional”) as of October 23, 2023 (the “Effective Date”). City and Professional shall be referred to herein separately as a “Party” and collectively as “Parties.”
Section 1. SERVICES. Subject to the terms and conditions set forth in this Agreement, Professional shall provide to City the services described in the Scope of Work attached hereto and incorporated herein as Exhibit A. In the event of a conflict in or inconsistency between the terms of this Agreement and the Exhibit A, this Agreement shall prevail.

1.1 Term of Services. The term of this Agreement shall begin on the date first noted above and shall end on June 30, 2024, the date of completion specified in Exhibit A. Professional shall complete the work described in Exhibit A prior to that date, unless the term of the Agreement is otherwise terminated or extended, as provided for in Section 8. The time provided to Professional to complete the services required by this Agreement shall not affect the City’s right to terminate the Agreement, as provided for in Section 8.

1.2 Standard of Performance. Professional shall perform all services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Professional is engaged in the geographical area in which Professional practices its profession. Professional shall prepare all work products required by this Agreement in a substantial, first-class manner and shall conform to the standards of quality normally observed by a person practicing in Professional's profession.

1.3 Assignment of Personnel. Professional shall assign only competent personnel to perform services pursuant to this Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Professional shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons. All personnel, including those reassigned at City’s request, shall be supervised by Professional. Professional is prohibited from subcontracting this Agreement, or any part of it, unless such subcontracting is expressly approved by City in writing.

1.4 Time. Professional shall devote such time to the performance of services pursuant to this Agreement as may be reasonably necessary to meet the standard of performance provided in Section 1.2 above and to satisfy Professional’s obligations hereunder.

Section 2. COMPENSATION. City hereby agrees to pay Professional a sum not to exceed $124,273, notwithstanding any contrary indications that may be contained in Professional’s proposal, for services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 2 of 16 Agreement and Professional’s fee schedule regarding the amount of compensation, attached as Exhibit B, the Agreement shall prevail. City shall pay Professional for services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Professional for services rendered pursuant to this Agreement. Professional shall submit all invoices to City in the manner specified herein. Except as specifically authorized by City in writing, Professional shall not bill City for duplicate services performed by more than one person.

Professional and City acknowledge and agree that compensation paid by City to Professional under this Agreement is based upon Professional’s estimated costs of providing the services required hereunder, including salaries and benefits of employees and subcontractors of Professional. Consequently, the parties further agree that compensation hereunder is intended to include the costs of contributions to any pensions and/or annuities to which Professional and its employees, agents, and subcontractors may be eligible. City therefore has no responsibility for such contributions beyond compensation required under this Agreement.

2.1 Invoices. Professional shall submit invoices, not more often than once a month during the term of this Agreement, based on the cost for services performed and reimbursable costs, if any, incurred prior to the invoice date. Invoices shall contain the following information:
▪ Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.; ▪ The beginning and ending dates of the billing period; ▪ A Task Summary containing the original contract amount, the amount of prior billings, the total due this period, the balance available under the Agreement, and the percentage of completion;
▪ At City’s option, for each work item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person doing the work, the hours spent by each person, a brief description of the work, and each reimbursable expense;
▪ The total number of hours of work performed under the Agreement by Professional and each employee, agent, and subcontractor of Professional performing services hereunder;
▪ The Professional’s signature; and
▪ Professional shall give separate notice to the City when the total number of hours worked by Professional and any one individual employee, agent, or subcontractor of Professional reaches or exceeds 800 hours, which shall include an estimate of the time necessary to complete work described in Exhibit A, if applicable.

2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for services satisfactorily performed, and for authorized reimbursable costs incurred. City shall have thirty (30) days from the receipt of an invoice that complies with all of the requirements above to pay Professional.

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 3 of 16

2.3 Final Payment. City shall pay the last ten percent (10%) of the total sum due pursuant to this Agreement within sixty (60) days after completion of the services and submittal to City of a final invoice, if all services required have been satisfactorily performed.

2.4 Total Payment. City shall pay for the services to be rendered by Professional pursuant to this Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred by Professional in rendering services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement.

In no event shall Professional submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entire Agreement, unless the Agreement is modified prior to the submission of such an invoice by a properly executed change order or amendment.

2.5 Hourly Fees. Fees for work performed by Professional on an hourly basis shall not exceed the amounts shown on the fee schedule set forth in Exhibit B.

2.6 Reimbursable Expenses. Reimbursable expenses, if any, are set forth in Exhibit B.

Expenses not listed in Exhibit B are not chargeable to City. Reimbursable expenses are included in the total amount of compensation provided under this Agreement that shall not be exceeded.

2.7 Payment of Taxes. Professional is solely responsible for the payment of employment taxes incurred under this Agreement and any similar federal or state taxes.

2.8 Payment upon Termination. In the event that the City or Professional terminates this Agreement pursuant to Section 8, the City shall compensate the Professional for all outstanding costs and reimbursable expenses incurred for work satisfactorily completed as of the date of written notice of termination. Professional shall maintain adequate logs and timesheets to verify costs incurred to that date.

2.9 Authorization to Perform Services. The Professional is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator, as defined in Section 11.9.

Section 3. FACILITIES AND EQUIPMENT. Except as set forth herein, Professional shall, at its sole cost and expense, provide all facilities and equipment that may be necessary to perform the services required by this Agreement. City shall make available to Professional only the facilities and equipment listed in this Section, and only under the terms and conditions set forth herein.

City may furnish, at its sole discretion, physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Professional’s use while consulting with City employees and reviewing records and the information in possession of the City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be obligated to furnish any facility that

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 4 of 16 may involve incurring any direct expense, including but not limited to computer, long-distance telephone or other communication charges, vehicles, and reproduction facilities.

Section 4. INSURANCE REQUIREMENTS. Before beginning any work under this Agreement, Professional, at its own cost and expense, unless otherwise specified below, shall procure the types and amounts of insurance listed below against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Professional and its agents, representatives, employees, and subcontractors. Consistent with the following provisions, Professional shall provide proof satisfactory to the City of such insurance that meets the requirements of this Section and under forms of insurance satisfactory in all respects and that such insurance is in effect prior to beginning work to the City. Professional shall maintain the insurance policies required by this Section throughout the term of this Agreement. The cost of such insurance shall be included in the Professional’s bid. Professional shall not allow any subcontractor to commence work on any subcontract until Professional has obtained all insurance required herein for the subcontractor(s) and provided evidence that such insurance is in effect to the City. Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Professional shall maintain all required insurance listed herein for the duration of this Agreement.

4.1 Workers’ Compensation. Professional shall, at its sole cost and expense, maintain Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance for any and all persons employed directly or indirectly by Professional. The Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance shall be provided with limits of not less than ONE MILLION DOLLARS ($1,000,000) per accident. In the alternative, Professional may rely on a self-insurance program to meet those requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code.

Determination of whether a self-insurance program meets the standards of the Labor Code shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or the Professional, if a program of self-insurance is provided, shall waive all rights of subrogation against the City and its officers, officials, employees, and volunteers for loss arising from work performed under this Agreement.

An endorsement shall state that coverage shall not be canceled except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. Professional shall notify City within fourteen (14) days of notification from Professional’s insurer if such coverage is suspended, voided or reduced in coverage or in limits.

The requirement to maintain Statutory Worker’s Compensation and Employer’s Liability Insurance may be waived by the City upon written verification that Professional does not have any employees.

4.2 Commercial General and Automobile Liability Insurance.

4.2.1 General requirements. Professional, at its own cost and expense, shall maintain commercial general liability insurance for the term of this Agreement in an amount not less than TWO MILLION DOLLARS ($2,000,000.00) and automobile liability

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 5 of 16 insurance for the term of this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000.00). The commercial general liability and automobile liability insurance shall be per occurrence, combined single limit coverage for risks associated with the work contemplated by this Agreement. If a commercial general liability insurance or an automobile liability form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Agreement, including the use of owned and non-owned automobiles.

4.2.2 Minimum scope of coverage. Commercial general coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001 (most recent edition) covering comprehensive General Liability on an “occurrence” basis. Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001 (most recent edition), Code 1 (any auto). No endorsement shall be attached limiting the coverage.

4.2.3 Additional requirements. Each of the following shall be included in the insurance coverage or added as a certified endorsement to the policy:
a. City and its officers, employees, agents, and volunteers shall be covered as additional insureds with respect to each of the following: liability arising out of activities performed by or on behalf of Professional, including the insured’s general supervision of Professional; products and completed operations of Professional; premises owned, occupied, or used by Professional; and automobiles owned, leased, or used by the Professional. The coverage shall contain no special limitations on the scope of protection afforded to City or its officers, employees, agents, or volunteers.
b. The insurance shall cover on an occurrence or an accident basis, and not on a claims-made basis.
c. An endorsement must state that coverage is primary insurance with respect to the City and its officers, officials, employees and volunteers, and that no insurance or self-insurance maintained by the City shall be called upon to contribute to a loss under the coverage. d. Any failure of Professional to comply with reporting provisions of the policy shall not affect coverage provided to City and its officers, employees, agents, and volunteers.

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 6 of 16 e. An endorsement shall state that coverage shall not be canceled except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. Professional shall notify City within fourteen (14) days of notification from Professional’s insurer if such coverage is suspended, voided or reduced in coverage or in limits.

4.3 Professional Liability Insurance.

4.3.1 General requirements. Professional, at its own cost and expense, shall maintain for the period covered by this Agreement professional liability insurance for licensed professionals performing work pursuant to this Agreement in an amount not less than TWO MILLION DOLLARS ($2,000,000) covering the licensed professionals’ errors and omissions. Any deductible or self-insured retention shall not exceed $150,000 per claim. An endorsement shall state that coverage shall not be suspended, voided, canceled by either party, or reduced in coverage or in limits, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City.

4.3.2 Claims-made form. The following provisions shall also apply if the professional liability coverage is written on a claims-made form:
a. The retroactive date of the policy must be shown and must be before the date of the Agreement.
b. Insurance must be maintained, and evidence of insurance must be provided for at least five (5) years after completion of the Agreement or the work, so long as commercially available at reasonable rates.
c. If coverage is canceled or not renewed and it is not replaced with another claims-made policy form with a retroactive date that precedes the date of this Agreement, Professional must purchase an extended reporting coverage for a minimum of five (5) years after completion of the Agreement or the work under this Agreement, whichever is later.
d. A copy of the claim reporting requirements must be submitted to the City prior to the commencement of any work under this Agreement.

4.4 All Policies Requirements.

4.4.1 Acceptability of insurers. All insurance required by this Section is to be placed with insurers with a Bests' rating of no less than A:VII.

4.4.2 Verification of coverage. Prior to beginning any work under this Agreement, Professional shall furnish City with certificates of insurance evidencing required policies delivered to Professional by the insurer, including complete copies of all endorsements attached to those certificates. All copies of policies and endorsements shall show the signature of a person authorized by that insurer to

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 7 of 16 bind coverage on its behalf. If the City does not receive the required insurance documents prior to the Professional beginning work, it shall not waive the Professional’s obligation to provide them. The City reserves the right to require complete copies of all required insurance policies at any time.

4.4.3 Subcontractors. Professional shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

4.4.4 Deductibles and Self-Insured Retentions. Professional shall disclose to and obtain the written approval of City for the self-insured retentions and deductibles before beginning any of the services or work called for by any term of this Agreement.

During the period covered by this Agreement, only upon the prior express written authorization of Contract Administrator, Professional may increase such deductibles or self-insured retentions with respect to City, its officers, employees, agents, and volunteers. The Contract Administrator may condition approval of an increase in deductible or self-insured retention levels with a requirement that Professional procure a bond, guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them.

4.4.5 Wasting Policies. Except for Professional Liability insurance policy, no policy required by this Section 4 shall include a “wasting” policy limit (i.e. limit that is eroded by the cost of defense).

4.4.6 Waiver of Subrogation. Professional hereby agrees to waive subrogration which any insurer or contractor may require from vendor by virtue of the payment of any loss. Professional agrees to obtain any endorsements that may be necessary to effect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the entity for all work performed by the Professional, its employees, agents, and subcontractors.

4.5 Remedies. In addition to any other remedies the City may have if Professional fails to provide or maintain any insurance policies, or policy endorsements, to the extent and within the time herein required, the City may, at its sole option, exercise any of the following remedies, which are alternatives to other remedies the City may have and are not the exclusive remedy for Professional’s breach:
▪ Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under the Agreement;

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 8 of 16 ▪ Order Professional to stop work under this Agreement or withhold any payment that becomes due to Professional hereunder, or both stop work and withhold any payment until Professional demonstrates compliance with the requirements hereof; and/or ▪ Terminate this Agreement.

Section 5. INDEMNIFICATION AND PROFESSIONAL’S RESPONSIBILITIES.

5.1 General Requirement. Professional shall indemnify, defend with counsel selected by the City, and hold harmless the City and its officials, officers, employees, agents, and volunteers from and against any and all losses, liability, claims, suits, actions, damages, and causes of action arising out of any personal injury, bodily injury, loss of life, or damage to property, or any violation of any federal, state, or municipal law or ordinance, to the extent caused, in whole or in part, by the willful misconduct or negligent acts or omissions of Professional or its employees, subcontractors, or agents, by acts for which they could be held strictly liable, or by the quality or character of their work. The foregoing obligation of Professional shall not apply when (1) the injury, loss of life, damage to property, or violation of law arises wholly from the negligence or willful misconduct of the City or its officers, employees, agents, or volunteers and (2) the actions of Professional or its employees, subcontractor, or agents have contributed in no part to the injury, loss of life, damage to property, or violation of law. It is understood that the duty of Professional to indemnify and hold harmless includes the duty to defend as set forth in Section 2778 of the California Civil Code. Acceptance by City of insurance certificates and endorsements required under this Agreement does not relieve Professional from liability under this indemnification and hold harmless clause. This indemnification and hold harmless clause shall apply to any damages or claims for damages whether or not such insurance policies shall have been determined to apply. By execution of this Agreement, Professional acknowledges and agrees to the provisions of this Section and that it is a material element of consideration.

5.2 PERS Indemnification. In the event that Professional or any employee, agent, or subcontractor of Professional providing services under this Agreement is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of City, Professional shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Professional or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.

5.3 Design Professionals. To the extent that the services under this Agreement include design professional services subject to California Civil Code Section 2782.8, as may be amended from time to time, Professional’s duty to indemnify under Sections 5.1 and 5.2 shall only be to the maximum extent permitted by California Civil Code Section 2782.8.

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 9 of 16 Section 6. STATUS OF PROFESSIONAL.

6.1 Independent Contractor. At all times during the term of this Agreement, Professional shall be an independent contractor as defined in Labor Code Section 3353, and shall not be an employee of City. Nothing contained in this Agreement shall be construed to be inconsistent with the foregoing relationship or status. City shall have the right to control Professional only insofar as the results of Professional's services rendered pursuant to this Agreement and assignment of personnel pursuant to Section 1.3; however, otherwise City shall not have the right to control the means by which Professional accomplishes services rendered pursuant to this Agreement. Professional shall have no power or authority by this Agreement to bind the City in any respect. All employees and agents hired or retained by Professional are employees and agents of Professional and not of the City. The City shall not be obligated in any way to pay any wage claims or other claims made against Professional by any such employees or agents, or any other person resulting from performance of this Agreement.

Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Professional and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any and all claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (PERS) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits.

Professional shall not allow any employee to become eligible for a claim for PERS benefits.

6.2 Professional Not an Agent. Except as City may specify in writing, Professional shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Professional shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever.

Section 7. LEGAL REQUIREMENTS.

7.1 Governing Law. The laws of the State of California shall govern this Agreement.

7.2 Compliance with Applicable Laws. Professional and any subcontractors shall comply with all laws and regulations applicable to the performance of the work hereunder, including but not limited to, the California Building Code, the Americans with Disabilities Act, and any copyright, patent or trademark law. Professional’s failure to comply with any law(s) or regulation(s) applicable to the performance of the work hereunder shall constitute a breach of contract.

7.3 Other Governmental Regulations. To the extent that this Agreement may be funded by fiscal assistance from another governmental entity, Professional, and any subcontractors, shall comply with all applicable rules and regulations to which City is bound by the terms of such fiscal assistance program.

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 10 of 16

7.4 Licenses and Permits. Professional represents and warrants to City that Professional and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions. Professional represents and warrants to City that Professional and its employees, agents, any subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Professional and any subcontractors shall obtain and maintain valid Business Licenses from City during the term of this Agreement.

7.5 Nondiscrimination and Equal Opportunity. Professional shall not discriminate, on the basis of a person’s race, religion, color, national origin, age, physical or mental handicap or disability, medical condition, marital status, sex, or sexual orientation, against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Professional under this Agreement. Professional shall comply with all applicable federal, state, and local laws, policies, rules, and requirements related to equal opportunity and nondiscrimination in employment, contracting, and the provision of any services that are the subject of this Agreement, including but not limited to the satisfaction of any positive obligations required of Professional thereby.

Professional shall include the provisions of this Section in any subcontract approved by the Contract Administrator or this Agreement.

Section 8. TERMINATION AND MODIFICATION.

8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Professional.

Professional may cancel this Agreement upon 90 days’ prior written notice to City and shall include in such notice the reasons for cancellation.

In the event of termination, Professional shall be entitled to compensation for services performed to the satisfaction of the City to the effective date of termination; City, however, may condition payment of such compensation upon Professional delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Professional or prepared by or for Professional or the City in connection with this Agreement.

8.2 Extension. City may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Section 1.1. Any such extension shall require a written amendment to this Agreement, as provided for herein. Professional understands and agrees that, if City grants such an extension, City shall have no obligation to provide Professional with compensation beyond the maximum amount provided for in this

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 11 of 16 Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Professional for any otherwise reimbursable expenses incurred during the extension period.

8.3 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties.

8.4 Assignment and Subcontracting. City and Professional recognize and agree that this Agreement contemplates personal performance by Professional and is based upon a determination of Professional’s unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Professional.

Professional may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Professional shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the proposal, without prior written approval of the Contract Administrator.

8.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between City and Professional shall survive the termination of this Agreement.

8.6 Options upon Breach by Professional. If Professional materially breaches any of the terms of this Agreement, City’s remedies shall include, but not be limited to, the following:

8.6.1 Immediately terminate the Agreement. City shall not in any manner be liable for Professional’s actual or projected lost profits had Professional completed the services required by this Agreement;

8.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Professional pursuant to this Agreement;

8.6.3 Retain a different professional to complete the work described in Exhibit A not finished by Professional; or

8.6.4 Charge Professional the difference between the cost to complete the work described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Professional pursuant to Section 2 if Professional had completed the work.

Section 9. Confidentiality. Professional understands and agrees that, in the performance of services under this Agreement or in the contemplation thereof, Professional may have access to confidential information or other materials exempt from public disclosure, and that such information may contain sensitive or confidential data, the disclosure of which to third parties may be damaging to City (“Confidential Information”) or any third party. Professional shall not, either during or after the Term, disclose to any third party any Confidential Information without the prior written consent of City. If City gives Professional written

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 12 of 16 authorization to make any such disclosure, Professional shall do so only within the limits and to the extent of that authorization.

Section 10. KEEPING AND STATUS OF RECORDS.

10.1 Records Created as Part of Professional’s Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Professional prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of the City. Professional hereby agrees to deliver those documents to the City upon termination of the Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for the City and are not necessarily suitable for any future or other use. City and Professional agree that, until final approval by City, all data, plans, specifications, reports and other documents are confidential and will not be released to third parties without prior written consent of both parties.

10.2 Professional’s Books and Records. Professional shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to the Professional to this Agreement.

10.3 Inspection and Audit of Records. Any records or documents that Section 10.2 of this Agreement requires Professional to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of the City. Under California Government Code section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), the Agreement shall be subject to the examination and audit of the State Auditor, at the request of the City or as part of any audit of the City, for a period of three (3) years after final payment under the Agreement.

Section 11. MISCELLANEOUS PROVISIONS.

11.1 Attorneys’ Fees and Costs. If a Party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing Party shall be entitled to reasonable attorneys’ fees and costs, in addition to any other relief to which that Party may be entitled. The court may set such fees in the same action or in a separate action brought for that purpose.

11.2 Venue. In the event that either Party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of Merced or in the United States District Court, Eastern District of California.

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 13 of 16

11.3 Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement.

11.4 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement.

11.5 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the parties.

11.6 Use of Recycled Products. Professional shall prepare and submit all reports, written studies and other printed material on recycled paper to the extent it is available at equal or less cost than virgin paper.

11.7 Conflict of Interest. Professional may serve other clients, but none whose activities within the corporate limits of City or whose business, regardless of location, would place Professional in a “conflict of interest,” as that term is defined in the Political Reform Act, codified at California Government Code section 81000 et seq.

Professional shall not employ any City official in the work performed pursuant to this Agreement. No officer or employee of City shall have any financial interest in this Agreement that would violate California Government Code sections 1090 et seq.

Professional hereby warrants that it is not now, nor has it been in the previous 12 months, an employee, agent, appointee, or official of the City. If Professional was an employee, agent, appointee, or official of the City in the previous twelve months, Professional warrants that it did not participate in any manner in the forming of this Agreement. Professional understands that, if this Agreement is made in violation of Government Code section 1090 et seq., the entire Agreement is void and Professional will not be entitled to any compensation for services performed pursuant to this Agreement, including reimbursement of expenses, and Professional will be required to reimburse the City for any sums paid to the Professional. Professional understands that, in addition to the foregoing, it may be subject to criminal prosecution for a violation of Government Code section 1090 and, if applicable, will be disqualified from holding public office in the State of California.

11.8 Solicitation. Professional agrees not to solicit business at any meeting, focus group, or interview related to this Agreement, either orally or through any written materials.

11.9 Contract Administration. This Agreement shall be administered by Lori Waterman ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his or her designee.

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 14 of 16

11.10 Notices. Any written notice to Professional shall be sent to:

Harold Smith
383 N Corona Street
Denver, CO 80218
Email Address (for Insurance Update Requests)
____________________________________________
Any written notice to City shall be sent to:

Lori Waterman
1160 Fifth Street
Atwater, CA 95301

11.11 Professional Seal. Where applicable in the determination of the contract administrator or when required by law, the first page of a technical report, first page of design specifications, and each page of construction drawings shall be stamped/sealed and signed by the licensed professional responsible for the report/design preparation. The stamp/seal shall be in a block entitled "Seal and Signature of Registered Professional with report/design responsibility," as in the following example.
_________________________________________
Seal and Signature of Registered Professional with
report/design responsibility.

11.12 Integration. This Agreement, including the scope of work attached hereto and incorporated herein as Exhibit A, and the fee schedule attached hereto and incorporated herein as Exhibit B, represents the entire and integrated agreement between City and Professional and supersedes all prior negotiations, representations, or agreements, either written or oral.

11.13 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.

11.14 Time is of the Essence. Time is of the essence in this Agreement for each covenant and term of a condition herein.

11.15 Authority. All Parties to this Agreement warrant and represent that they have the power and authority to enter into this Agreement and the names, titles, and capacities herein stated on behalf of any entities, persons, states, or firms represented or purported to be represented by such entities, persons, states or firms and that all former requirements necessary or required by the state or federal law in order to enter into the Agreement have been fully complied with.

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 15 of 16

11.16 Drafting and Ambiguities. Each Party acknowledges that it has reviewed this Agreement with its own legal counsel, and based upon the advice of that counsel, freely entered into this Agreement. Each Party has participated fully in the review and revision of this Agreement. Any rule of construction that ambiguities are to be resolved against the drafting party does not apply in interpreting this Agreement.

11.17 Headings. Headings used in this Agreement are for reference purposes only and shall not be considered in construing this Agreement.

11.18 IRS Form W-9. Professional shall complete and submit Internal Revenue Service Form W-9 to the City before execution of this Agreement. The City’s Finance Director shall have authority to waive this requirement.
[signatures on the following page]

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Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 16 of 16 IN WITNESS WHEREOF, the Parties have executed this Agreement as of the Effective Date.

CITY PROFESSIONAL
____________________________ ______________________________ Lori Waterman, City Manager Harold Smith, President
Attest:
____________________________
Kory Billings, City Clerk
Approved as to Form:
_________________________________
Frank Splendorio, City Attorney

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Exhibit A to Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 1 of 1

EXHIBIT A

SCOPE OF WORK

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Exhibit B to Professional Services Agreement between October 23, 2023 City of Atwater and Raftelis Financial Consultants, Inc Page 1 of 1

EXHIBIT B

FEE SCHEDULE

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RAFTELIS 21
Project Approach
The scope of work provided below is based on our experience conducting water and sewer rate studies for utilities throughout California and the United States.

Task 1: Project Management
and what you value in a successful project.

Client Communications
Provide timely invoices, regular updates r, identify milestones and deliverables.

Project Initiation Meeting
Review scope of work
Provide data request in advance of the project kickoff meeting Review prior City rate models before the meeting
Schedule conference call to review and clarify data request items.

Discuss financial policy objectives that may affect the study (e.g., reserve policies, debt coverage requirements, etc.).

DELIVERABLES:

Virtual kickoff meeting with City staff
Meeting minutes
Data request

OPTIMIZING CAPITAL SPENDING
Revenue requirements are only as good as the operating and capital spending needs and assumptions that go into them. If there is uncertainty in operating or capital spending needs, then revenue requirements, cost of service, and the associated rates being requested may be too high or too low. If your utility is concerned with capital spending needs and would like a third-party review of your needs and/or assumptions, Raftelis' subject matter experts in capital project development and delivery are here to help.

Likewise, if your utility is interested in opportunities to take advantage of the new Integrated Planning Law added to the Clean Water Act in 2019, Raftelis can help. Contact us to discuss these value-added services, which can be provided under an optional task or a separate scope of work.

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RAFTELIS 22
Task 2: Financial Plan Development
This task lays the groundwork for creating a long-term financial roadmap to meet financial goals. This will assist the City with proactive planning of large capital projects, evaluating various funding options, and balancing those to minimize future revenue adjustments.

Analytical Procedures
Analysis of annual and monthly billed water consumption and billed sewer discharges of each customer class as applicable
Calculation of winter average water consumption
Confirm system-wide maximum day and maximum hour peaking factors Development of a comprehensive water and sewer demand forecast for use in the financial planning process
Conduct water conservation and volume sensitivity analysis to develop optimum sales projections scenarios
Separate Water and Sewer Financial Plans
Create separate water and sewer financial plans for the study period from FY 2025 FY 2029. The financial planning models will be developed using Microsoft Excel Operating Cash Flows
Forecast revenue under existing rates (2024) using the demand projections developed in Task 2 and other miscellaneous revenues.

Forecast operations and maintenance (O&M), repair and replacement (R&R) capital, expansion capital (based on master plan results or other engineering reports), and existing and proposed debt service costs.

Identify the projects eligible for bond or state loans based on timing, duration, and the project amount. Raftelis can present financial plan alternatives considering specific projects financed through state loans or grants the City has secured.

Forecast existing and proposed debt service based on identified capital projects available for bond funding.

Financial Plan Optimization
debt funding for
projected CIP projects while meeting reserve targets and debt service coverage requirements.

Calculate annual rate revenue adjustments needed through the study period.

Review existing reserve and debt capacity levels and recommend changes based on specific financial risks or upcoming large capital expenditures.

Conduct an on-site meeting to review preliminary results with City staff - update financial planning scenarios based on feedback from City staff.

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RAFTELIS 23
DELIVERABLES:

Water and sewer financial plans for the period FY 2024 through FY 2029 Water and sewer revenue requirement for the period FY 2024 through FY 2029 Task 3: Cost-of-Service Analysis
The cost-of-service analysis will determine the amount of the FY 2025 revenue requirement that must be recovered from each customer class based on their proportionate demands. We will use industry standard methodologies and our expertise to develop an equitable distribution of costs.

Water Utility
Test-Year Revenue Requirement - Determine the test year revenue requirement based on the Task 3 financial planning process.

Cost Functionalization - Assign test-year capital costs (PAYGO financing and projected debt service), O&M expenses, and non-rate revenue offsets to the correct functional categories. Assign the net book value or replacement cost of existing utility infrastructure to the correct functional categories for the allocation of annual capital costs.

Allocation to Cost Causation Components - Allocate test-year capital cost, O&M expenses, and non-rate revenue offsets to the correct cost causation components.

Customer Class Units of Service - Determine customer class units of service. Units of service equivalents.

Customer Class Cost-of-Service - Distribute the allocated test-year capital costs, O&M expenses and non-rate revenue offsets to customer classes based on each of their proportionate share of demands, bills, and equivalent meters. Compare the class cost of service to the revenue projected under existing rates. This comparison will show the percentage change in the classes based on the cost-of-service process.

Sewer Utility
Test-Year Revenue Requirement - Determine the test year revenue requirement based on the Task 3 financial planning process.

Allocation to Cost Causation Components - Allocate test-year capital cost, O&M expenses, and non-rate revenue offsets to the correct demand parameters.

Customer Class Units of Service - Determine customer class units of service. Units of service include class billable flows, infiltration and inflow contributions, strength, and customer.

Customer Class Cost-of-Service - Distribute the allocated test-year capital costs, O&M expenses and non-rate revenue offsets to customer classes based on each of their proportionate share of flows and equivalent dwelling units. Compare the class cost of service to the revenue projected under

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RAFTELIS 24
existing rates. This comparison will show the percentage change in the classes based on the cost-ofservice process.

DELIVERABLES:

Water customer class cost-of-service for FY 2025
Sewer customer class cost-of-service for FY 2025
Task 4: Water and Sewer Rate Design
This task develops the rate structure and rates required to meet the pricing objectives of the utility and generate sufficient revenue recovery from each customer class.

Review of Existing Rate Structures
Update the current water and sewer rates with the test year revenue requirement increase. This serves as the baseline for comparison against other rate structures.

Develop Rate Structure Alternatives
Based on discussions with City staff, Raftelis may develop an alternative water rate structure and/or one alternative sewer rate structure to recover the FY 2025 cost-of-service for each customer class as determined in Task 5.

Develop a bill impact table for each customer class that compares typical monthly bills under existing and proposed rate structures.

DELIVERABLES:

Five-year schedule of rates for water and sewer
Task 5: Study Reports and Presentations
This task develops a report that details the methodology and analysis used to develop the financial plans and rates. This task also includes presenting the financial plans, rates for the selected financial plans, and rate/ proposition 218 authorization, as well as the public hearing.

Prepare draft, revised draft, and final report
Present study findings to City Council (presumed up to 2 virtual meetings and up to 2 in-person meetings (one of which is the public hearing))
DELIVERABLES:

Draft, revised draft, and final report
Presentations
Final models (water and sewer)

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RAFTELIS 25
Task 6: Community Outreach
This task addresses the critical need for the City to communicate the value of the services it provides. Well-crafted strategic communications can build trust, reputation, influence, and brand equity.

Develop a strategic community engagement plan based on discussions with City staff regarding goals for community outreach. The plan includes a situation analysis and environmental scan of current issues that may impact customer rate change acceptance, SMART communication goals, stakeholder mapping and identification, recommended communication channels, messaging platform, and outreach strategies and tactics to thoughtfully integrate public input into the decisionmaking process and help secure support from a broad spectrum of stakeholders.

Raftelis will provide guidance and oversight of community engagement activities, virtual or inperson. We will work with the City to secure spaces, promote the event, design and facilitate the content, and develop summary reports for staff and the community. If interpretation services are needed, Raftelis can assist the City in identifying suitable and certified language service providers.

Facilitate up to three (3) community workshops. Based on the 16-week schedule and the holidays, we propose one (1) virtual meeting and up to two (2) in-person meetings.

DELIVERABLES:

Strategic Community Engagement Plan
Planning and support of community workshops
Communications staff attendance at up to three (3) community engagement meetings/open houses (also attended by a representative of the rate project team).

Task 7: Prepare Prop. 218 Notice
This task addresses the opportunity to strategically educate and inform ratepayers through the Proposition 218 notice.

Draft text (English-only) of the Proposition 218 notice for City attorney legal review Design layout of notice in English (City to provide translation if additional languages are requested
Print-ready file of approved Proposition 218 notice
Assistance with printing and mailing the notice. As proposed, the City will contract directly with a printer and/or mail house.

A workplan for these tasks is shown on the next page.

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Atwater City CouncilOctober 23, 2023

Atwater City Council
October 23, 2023