Central Coast Community Energy (3CE) Executive Committee
August 19, 2026

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

MECHANICAL

SPECIFICATIONS
M0.2
250532_M0.1_M0.2
-

MECHANICAL SPECIFICATION
SECTION 230000 - BASIC MECHANICAL REQUIREMENTS HEATING, VENTILATION AND AIR CONDITIONING & SECTION 230593 - TESTING, ADJUSTING AND BALANCING SECTION 230000
A NOTE
1 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER INCLUDING SPECIFICATION SECTIONS, APPLY TO THIS AND OTHER SECTIONS OF DIVISION 23 2 THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL

DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE

SET OF BID DOCUMENTS
3 THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR

SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE 4 THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY

ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE

SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK

B GENERAL REQUIREMENTS
1 THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND

DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE

SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS
2 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH

IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO

COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED

AS PART OF CONTRACT
3 WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODE'S REQUIREMENT, THE CONTRACTOR IS

RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND

DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE 4 ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING REPAIRING 5 ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES 6 UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL

BE UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL

CODES, CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT

C CODES
1 ALL WORK SHALL CONFORM TO THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES

REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE

LINE ITEM IN THE BID

D LICENSES, PERMITS, INSPECTIONS & FEES
1 THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK
2 FURNISH TO THE ARCHITECT ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT

E TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS OF ANY UNAUTHORIZED EQUIPMENT SHALL BE

SUBJECT TO REMOVAL
1 WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO

THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE ARCHITECT PRIOR THROUGH SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE 2 MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO ARCHITECT FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR ARCHITECT'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE SUBCONTRACTOR SHOWING THAT THEY HAVE

REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS

OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN

F GUARANTEE
1 THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD,

REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY ARCHITECT. EXTENDED

WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT
2 CONTRACTOR SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT INSTALLED. THIS CONTRACTOR

SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONEYS

SHOULD BE INCLUDED IN THE BID

G RECORD DRAWINGS
1 THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS:

A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS.

B. REVISIONS, ADDENDUM, AND CHANGE ORDERS.

C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND

CONTRACTOR'S COORDINATION WITH OTHER TRADES
2 AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO

DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON

H DISCREPANCIES IN DOCUMENTS
1 DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE ARCHITECT, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE,

ARCHITECT'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION

PERMITTED

I SLEEVES
1 THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL

EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE

THROUGH THE ARCHITECT ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS 2 ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANT OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING 3 SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM

J HANGERS
1 HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK 2 HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCE OCCUR, AND IN

ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH

SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT 3 HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6"

LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION 4 HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED

K SCOPE OF WORK
1 THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES

NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL

THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
- HVAC UNITS, EQUIPMENT, AND APPURTENANCES (UNLESS NOTED OTHERWISE) - DUCTWORK, FITTINGS, DAMPERS, AND INSULATION
- CURBS, ROOFING, AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS) - CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS) - TESTING, ADJUSTING, AND BALANCING.

BEFORE STARTING WORK, THIS CONTRACTOR SHALL VISIT THE JOBSITE AND EXAMINE THE ARCHITECTURAL, STRUCTURAL,

MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS

ELEMENTS OF THE HVAC SYSTEM, INTERFERENCE AND CONFRONTATIONS

L HVAC EQUIPMENT
1 PRIMARY HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED BY THIS CONTRACTOR AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO PLANS FOR REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND TEN (10)

YEAR HEAT EXCHANGER WARRANTY
2 ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED

TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN 3 EQUIPMENT SHALL BE INSTALLED AND STARTUP PERFORMED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS

M METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED
1 NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY THE GENERAL CONTRACTOR. A SKETCH MUST

BE SUBMITTED INDICATING SIGNIFICANT DEVIATIONS FROM DESIGN AND MUST BE APPROVED BY ARCHITECT PRIOR TO

FABRICATION OR INSTALLATION
2 EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, (I.E. UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS 3 EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS:

SUPPLY DUCTS: 2" W.G., POSITIVE
RETURN AND EXHAUST DUCTS: 2" W.G., NEGATIVE
EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANT FOLLOWING PRESSURE CLASSIFICATIONS:

SUPPLY DUCTS: CLASS B - 3" W.G.

RETURN AND EXHAUST DUCTS: CLASS C - 2" W.G.
4 IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL 5 ROUND AND FLAT OVAL DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCK SEAM CONSTRUCTION. ROUND DUCTWORK SIZES 12" DIAMETER AND SMALLER IN CONCEALED AREAS MAY BE SNAP-LOCK CONSTRUCTION. ALL SNAP-LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN THESE SPECIFICATIONS. DUCT AND FITTINGS SHALL BE G90 GALVANIZED STEEL CONFORMING TO ASTM A-653 AND A-924. ALL FITTINGS THAT ARE SPOT WELDED OR BUTTON PUNCHED CONSTRUCTION SHALL BE INTERNALLY SEALED.

ROUND DUCTWORK MAY BE SPIROSAFE SELF SEALING DUCT SYSTEM AS MANUFACTURED BY LINDAB OR AN APPROVED EQUAL BY

UNITED MCGILL, SEMCO OR SPIRO
6 AS A MINIMUM, CROSS BREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12"

CENTERS TO PREVENT VIBRATIONS, REGARDLESS OF DUCT GAUGE 7 INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN ALL 90 DEGREE ELBOWS OVER 36" IN LENGTH. INSTALL

FACTORY MANUFACTURED SINGLE THICKNESS TURNING VANES IN ALL OTHER ELBOWS 8 INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND

LOCAL CODES
9 WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-1/2"X1-1/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR

FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING
10 ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS-FIBER-FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANT BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED IN LIEU OF TAPE 11 SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS 12 DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 13 PROVIDE ACCESS TO ALL MOTORIZED ZONE DAMPERS, FIRE DAMPERS, CONTROLS AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. LAY-IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3'-0" OF DEVICE
14 WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (I.E. DIFFUSER, REGISTER) SMOOTH DUCT TRANSITIONS ARE TO

TAKE PLACE JUST PRIOR TO DEVICE CONNECTION
15 ALL KITCHEN VENTILATION DUCT INSTALLATION AND DESIGN SHALL CONFORM TO NFPA 96, CHAPTER 5 OF CMC, AND OTHER LOCAL CODE REQUIREMENTS. GREASE DUCTS SHALL BE CONSTRUCTED OF CARBON STEEL SHEET OR TYPE 304, STAINLESS STEEL.

JOINTS AND SEAMS SHALL BE MADE WITH A CONTINUOUS LIQUID-TIGHT WELD OR BRAZE MADE ON THE EXTERNAL SURFACE OF THE DUCT SYSTEM. DUCT BRACING AND SUPPORTS SHALL BE MADE OF NON-COMBUSTIBLE MATERIALS. BOLTS AND OTHER

MECHANICAL FASTENERS SHALL NOT PENETRATE THE DUCT WALLS 16 GREASE DUCT SYSTEMS SHALL SLOPE NOT LESS THAN 1/4 INCH PER LINEAL FOOT TOWARD THE HOOD OR TOWARD AN APPROVED GREASE RESERVOIR. WHERE HORIZONTAL DUCTS EXCEED 75 FEET IN LENGTH, THE SLOPE SHALL NOT BE LESS THAN 1 INCH PER

LINEAL FOOT
17 ANY PORTION OF A GREASE DUCT SYSTEM INACCESSIBLE FROM THE DUCT ENTRY OR DISCHARGE SHALL BE PROVIDED WITH ADEQUATE CLEANOUT OPENINGS. CLEANOUT OPENINGS SHALL BE EQUIPPED WITH TIGHT-FITTING DOORS CONSTRUCTED OF

STEEL HAVING A THICKNESS NOT LESS THAN THAT REQUIRED FOR THE DUCT 18 3M FIRE RESISTIVE DUCT WRAP 615 (1-1/2” THICKNESS) OR EQUAL SHALL BE USED TO ENCLOSE THE GREASE DUCTWORK. THE ENCLOSURE SHALL BE CONSTRUCTED OF NO LESS THAN 2 LAYERS OF DUCT WRAP FIRESTOP SYSTEM MATERIAL FOR 1 OR 2 HOUR ENCLOSURE PER MANUFACTURER’S INSTALLATION INSTRUCTION. ENCLOSURE IS PERMITTED TO BE IN DIRECT CONTACT

WITH COMBUSTIBLES

N FLEXIBLE CONNECTIONS
1 FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ROOFTOP UNITS, ETC.) AND DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE

DUCTS CROSS BUILDING EXPANSION JOINTS
2 FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE-COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT

FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION

O FLEXIBLE AIR DUCT
1 FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT

CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES REQUIREMENTS AND BE INCLUDED AS

SUCH IN THE BID
2 FLEXIBLE AIR DUCT SHALL BE ATTACHED PER DETAILS. FLEXIBLE AIRDUCT MAY ONLY BE USED IN CONCEALED VERTICAL

APPLICATIONS WITHOUT PRIOR APPROVAL FROM ARCHITECT UNLESS NOTED OTHERWISE 3 FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0" IN LENGTH AT ANY ONE LOCATION

P SUPPLY AIR TAKE-OFF FITTINGS
1 FURNISH AND INSTALL CONICAL OR "BELL-MOUTH" TAKE-OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER

MANUFACTURER'S INSTRUCTIONS AND DETAILS

Q DAMPERS
1 FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS AS SHOWN ON

PLANS TO FACILITATE AIR BALANCING

R PIPING
1 CONDENSING PIPING COMPONENTS AND INSTALLATION SHALL BE CAPABLE OF WITHSTANDING WITH WORKING PRESSURE AT 350 PSI
2 CONDENSER WATER PIPING SHALL BE COPPER TYPE L, SILVER BRAZED. ENTIRE WER ASSEMBLY SHALL BE DOMESTICALLY

MANUFACTURING IN THE USA

S DUCTWORK INSULATION
1 FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A 2 DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE DUCTWORK SIZES AS REQUIRED FOR

INTERNALLY LINED DUCTWORK TO MAINTAIN INSIDE CLEAR DIMENSIONS 3 ALL SUPPLY AND RETURN DUCTWORK WITHIN 15 FEET OF THE AC UNIT SHALL BE INTERNALLY LINED. INTERNAL LINING SHALL BE 1-INCH THICK
4 FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN

ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES
5 INSULATE ALL OF THE FOLLOWING DUCTWORK:
- CONCEALED SUPPLY DUCTWORK THAT IS NOT INTERNALLY LINED. - UNTREATED OUTSIDE AIR DUCTWORK LOCATED WITHIN THE INTERIOR. - EXTERIOR SUPPLY & RETURN DUCTWORK.
- DRYER EXHAUST DUCTWORK.

INSULATION SHALL BE 1-1/2" REINFORCED FOIL FACED, VAPOR SEALED FIBERGLASS. INSTALLED THERMAL RESISTANCE (DEG F-SQ FT-HR/BTU) SHALL BE AT LEAST 4.5 FOR INTERIOR DUCTWORK AND 6.5 FOR EXTERIOR DUCTWORK, OR AS REQUIRED BY LOCAL CODES, WHICHEVER IS MORE STRINGENT. PROVIDE EXTERIOR DUCTWORK INSULATION WITH WEATHERPROOF JACKETING 6 ALL INSULATION AND LINING SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES

T CURBS AND STEEL FRAMING FOR SUPPORT
1 THIS CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY CURBS AND BLOCKING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED, UNLESS NOTED OTHERWISE. ALL CURBS MUST BE INSTALLED SO THAT TOP OF CURBS ARE "DEAD" LEVEL. COORDINATE STEEL FRAMING REQUIREMENTS, ROOF PENETRATIONS, AND ROOF FLASHING WITH GENERAL CONTRACTOR TO DETERMINE SCOPE OF WORK PRIOR TO BID. THIS CONTRACTOR MUST RECEIVE WRITTEN APPROVAL

BEFORE ANY ADDITIONAL WORK TAKES PLACE
END OF SECTION 230000
SECTION 230593

A DESCRIPTION
1 THE TESTING AND BALANCING WORK WILL BE PERFORMED UNDER A SEPARATE CONTRACT FROM THE HVAC WORK. THE

WORK DESCRIBED IN THIS SECTION SHALL BE PERFORMED BY AN INDEPENDENT TEST AND BALANCE AGENCY,

SPECIALIZING IN TESTING AND BALANCING OF HVAC SYSTEMS AND A NUMBER OF THE AABC OR APPROVED EQUAL

ORGANIZATION

B SCOPE OF WORK
1 HVAC SYSTEM TEST AND BALANCE IN ACCORDANCE WITH PROCEDURE ESTABLISHED BY AABC OR NEBB 2 MEASUREMENT OF FINAL OPERATING CONDITIONS OF HVAC EQUIPMENT 3 TEST AND BALANCE REPORTS
4 EACH PIECE OF AIR CONDITIONING AND HEATING EQUIPMENT AND THE AIR DISTRIBUTIONS SYSTEMS SHALL BE TESTED

AND ADJUSTED TO INSURE PROPER FUNCTIONING OF ALL CONTROL, PROPER DISTRIBUTION OF AIR, MAINTENANCE OF TEMPERATURE, ELIMINATION OF DRAFTS, NOISE AND VIBRATION, AND LEFT IN THE FIRST CLASS OPERATING CONDITION.

THE AIR SYSTEM SHALL BE READJUSTED IF REQUIRED FOR COMFORT OF EACH ROOM 5 THE MECHANICAL CONTRACTOR WILL MAKE ANY CHANGES IN THE PULLEYS, BELTS, DAMPERS, VANES, BAFFLES AND

THE LIKE REQUIRED FOR CORRECT BALANCE OF SYSTEM AS RECOMMENDED BY T&B AGENCY AND TO THE

SATISFACTION OF THE OWNER

C SUBMITTALS
1 PROVIDE (6) SIX COPIES OF TEST AND BALANCE REPORT TO THE OWNER FOR REVIEW AND APPROVAL IN THE SOFT COVER, LETTER SIZE, 3-RING BINDER MANUAL COMPLETE WITH INDEX PAGE AND INDEXING TAGS. THE REPORT SHALL

INCLUDE A SET OF REDUCED DRAWINGS WITH AIR OUTLETS AND EQUIPMENT IDENTIFIED TO CORRESPOND WITH DATA

SHEETS AND INDICATING THERMOSTAT LOCATIONS
2 THE TEST AND BALANCE REPORT SHALL INCLUDE, AS A MINIMUM, BUT NOT BE LIMITED TO:
- EACH EQUIPMENT SHALL BE IDENTIFIED BY EQUIPMENT SERVICE NUMBER, MANUFACTURER, MODEL NUMBER, AND

SERIAL NUMBER, MOTOR HORSEPOWER, MOTOR NAMEPLATE VOLTAGE, MOTOR RPM, ACTUAL AND DESIGN STATIC PRESSURE, ACTUAL OUTLET VELOCITY, ACTUAL CFM, DESIGN CFM. - EACH COIL OUTLET SHALL BE IDENTIFIED WITH MANUFACTURE, MODEL NUMBER, SIZE, VELOCITY, CORRECTION FACTOR, ACTUAL CFM, DESIGN CFM.
- EACH AIR OUTLET SHALL BE IDENTIFIED WITH MANUFACTURE, MODEL NUMBER, SIZE, VELOCITY, CORRECTION FACTOR, ACTUAL CFM, DESIGN CFM.
- TRAVERSE READING OF MAIN SUPPLY, RETURN AND OUTSIDE AIR DUCT TO ESTABLISH AIR QUANTITIES - TEST AND RECORD TEMPERATURES FROM TEMPERATURE CONTROLLERS SUCH AS DAY THERMOSTAT, NIGHT

THERMOSTAT
- TEST AND RECORD TEMPERATURES FROM MAIN SUPPLY AIR TRUNK, MIXED AIR DURING THE FULL HEATING AND FULL

COOLING CYCLE AND ECONOMIZER CYCLE
- TEST AND BALANCE ECONOMIZER
- WATER BALANCE
- EXHAUST SYSTEM BALANCE

NOT ALL SECTIONS APPLY

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

MECHANICAL

EXISTING
T-24 FORMS - I
M0.3
250532_M0.3 THRU M0.7- 1
2

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

MECHANICAL

EXISTING
T-24 FORMS - II
M0.4
250532_M0.3 THRU M0.7- 1
2

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

MECHANICAL

EXISTING
T-24 FORMS - III
M0.5
250532_M0.3 THRU M0.7- 1
2

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

MECHANICAL

EXISTING
T-24 FORMS - IV
M0.6
250532_M0.3 THRU M0.7- 2

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

MECHANICAL

EXISTING
T-24 FORMS - V
M0.7
250532_M0.3 THRU M0.7- 2

(E)FC
(E)FAN COIL

UNIT TO REMAIN
(E)FAN COIL

UNIT TO REMAIN
(E)FAN COIL

UNIT TO REMAIN
(E)CONDENSING

UNIT TO REMAIN
(E)CONDENSING

UNITS TO REMAIN
TYP-3
(E)CONDENSING

UNIT TO REMAIN
(E)CONDENSING

UNIT TO REMAIN
ERV2
EG-1
30 EG-1
30 SG-1
30 SG-1
30 SG-1
30 SG-1
55 SG-1
120
O.A INTAKE
E.A
10'
SG-1
40 SG-1
80 EG-1
80 EG-1
40 EG-1
120
EG-1
55 ERV1
O.A INTAKE
E.A
EG-1
30 EG-1
30 SG-1
30 2
2 4"Ø
4"Ø 4"Ø
4"Ø
6"Ø 4"Ø
4"Ø 4"Ø
6"Ø
8"Ø
8"Ø
8"Ø
6"Ø
8"Ø
6"Ø
6"Ø
6"Ø
6"Ø 8"Ø
10"Ø
10"Ø
4"Ø 4"Ø
4"Ø
4"Ø
6"Ø
6"Ø
4"Ø
6"Ø
6"Ø
10"Ø
10"Ø
3 3
33 (E)FAN COIL

UNIT TO REMAIN
(E)FC
(E)FAN COIL

UNIT TO REMAIN

EXISTING HVAC

NEW HVAC
IL-1
150
EL-1
150
IL-1
150
EL-1
150

GENERAL NOTES
# DESCRIPTION
1 ALL BEDROOM'S AND BATHROOM'S DOOR TO BE 3/4" UNDERCUT 2 ALL DUCTWORK RUNS INSIDE THE SOFFIT OR DROPPED CEILING UNDER RATED ASSEMBLY 3 MINIMUM EXHAUST RATE FOR RESIDENTIAL KITCHENS IS 100cfm/unit PER TABLE 403.7 CMC2022 (ASHRAE 62.1,T. 6-4)
4 FLEXIBLE AIR DUCTS AND CONNECTORS USED WITHIN UNITS SHALL COMPLY WITH UL181 (CHAPTER 603.5 CMC 2022)

SHEET NOTES
# DESCRIPTION
WALL MOUNTED FAN COIL UNIT. SEE M0.2 FOR SPECIFICATION
ENERGY RECOVERY VENTILATOR. SEE M0.2 FOR SPECIFICATIONS.

WALL CAP. TYPE AND MODEL BY ARCHITECT.
123
LEGEND

SYMBOL DESCRIPTION

DUCT IN THE SOFFITE

DUCT IN THE JOIST BAY AREA
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

MECHANICAL
1ST FLOOR
PLAN
M2.1
250532_M2.1_M2.2-
PLAN
NORTH
1 MECHANICAL 1ST FLOOR PLAN SCALE: 1/4" = 1'-0" 1 1 1 1 1 1 1 1

(E) (E) (E) (E)
(E)
(E)
(E)
(E)
(E)
(D)
(E)
FC2
1 ERV3 SG-1
55 EG-1
55 SG-1
70 EG-1
70 E.A
O.A INTAKE
4"Ø
4"Ø
4"Ø 4"Ø
6"Ø
2 4"Ø
6"Ø
3 3
(E)FAN COIL

UNIT TO REMAIN

EXISTING HVAC

NEW HVAC
IL-1
150
EL-1
150

GENERAL NOTES
# DESCRIPTION
1 ALL BEDROOM'S AND BATHROOM'S DOOR TO BE 3/4" UNDERCUT 2 ALL DUCTWORK RUNS INSIDE THE SOFFIT OR DROPPED CEILING UNDER RATED ASSEMBLY 3 MINIMUM EXHAUST RATE FOR RESIDENTIAL KITCHENS IS 100cfm/unit PER TABLE 403.7 CMC2022 (ASHRAE 62.1,T. 6-4)
4 FLEXIBLE AIR DUCTS AND CONNECTORS USED WITHIN UNITS SHALL COMPLY WITH UL181 (CHAPTER 603.5 CMC 2022)

SHEET NOTES
# DESCRIPTION
WALL MOUNTED FAN COIL UNIT. SEE M0.2 FOR SPECIFICATION
ENERGY RECOVERY VENTILATOR. SEE M0.2 FOR SPECIFICATIONS.

WALL CAP. TYPE AND MODEL BY ARCHITECT.
123
LEGEND

SYMBOL DESCRIPTION

DUCT IN THE SOFFITE

DUCT IN THE JOIST BAY AREA
1 MECHANICAL 2ND FLOOR PLAN SCALE: 1/4" = 1'-0"
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

MECHANICAL
2ND FLOOR
PLAN
M2.2
250532_M2.1_M2.2-
PLAN
NORTH
1 1
1 1

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

MECHANICAL

DETAILS - I
M6.1
250532_M6.1
-

TURNING VANES, SEE

DETAIL ON THIS SHEET
CL
CL
L
C
L

USE THIS DESIGN WHERE
ROUND 45° ELBOWS ARE

C SHOWN ON PLANS

USE THIS DESIGN WHERE
ROUND 45° ELBOWS ARE

SHOWN ON PLANS

USE THIS DESIGN WHERE
SQUARE 90° ELBOWS ARE

SHOWN ON PLANS OR IF SPACE

CONDITIONS DO NOT PERMIT
INSTALLATION OF ROUND 90°
ELBOW
SLOPE NOT TO EXCEED 1" IN 4"

ROUND DUCT

INSTALLATION NOTES

TYPICAL RECTANGULAR TRANSITION

TYPICAL RECTANGULAR TO ROUND TRANSITION

DETAIL OF TURNING VANES

ROUND BRANCH TAKE OFF

SQUARE BRANCH TAKE OFF

CONSTRUCTION OF BRANCH TAKE OFF FROM MAIN
ROUND 45° ELBOWS SQUARE 45° ELBOWS
CONSTRUCTION OF 90° ELBOWS
SQUARE 90° ELBOWS

RECTANGULAR DUCT

TURNING VANES,

SEE DETAIL ON

THIS SHEET
"W"
"W"
1-1/2W
"W"
"W"
1-1/2W
"W"
"W"
"W"
"W"
"W"
"W"
BRANCH
MAIN
AIR
FLOW
MAIN
AIR
FLOW
BRANCH

TURNING VANES, SEE
DETAIL ON THIS SHEET 1" 1"
1"R
2"R
1" 1"

1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER

2. DUCT SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND MATERIAL SHOWN IN THE SCHEDULE ON THESE

DRAWINGS

3. THE DIMENSIONS SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE HEIGHT

4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR

5. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE

6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER

7. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE

8. INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555

9. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT INSTALLED IN THE DUCT

10. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10% WHEN OBSTRUCTIONS CANNOT BE AVOIDED, AND THEN A

STREAMLINED FITTING SHOULD BE USED

11. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND AIR

HANDLING UNITS

12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT

USE THIS DESIGN WHERE
ROUND 90° ELBOWS ARE

SHOWN ON PLANS
ROUND 90° ELBOWS
SLOPE NOT TO EXCEED 1" IN 4"
CONSTRUCTION OF 45° ELBOWS

0.022 INCH (26 GAGE, GALV.)

0.034 INCH (22 GAGE, GALV.)

0.052 INCH (18 GAGE, GALV.)

0.040 INCH (20 GAGE, GALV.)

0.028 INCH (24 GAGE, GALV.)
(MINIMUM THICKNESS, NOMINAL)

SPIRAL SEAM DUCT

0.034 INCH (22 GAGE, GALV.)

0.040 INCH (20 GAGE, GALV.)

0.028 INCH (24 GAGE, GALV.)

0.022 INCH (26 GAGE, GALV.)

0.019 INCH (28 GAGE, GALV.)
(MINIMUM THICKNESS, NOMINAL)

DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES
13 THROUGH 30
(INCHES)
29 THROUGH 36
THROUGH 12
19 THROUGH 28
13 THROUGH 18
37 THROUGH 52
OVER 84
31 THROUGH 54
55 THROUGH 84

MAXIMUM SIZE STEEL

MAXIMUM SIZE
THROUGH 12
(INCHES)

0.025 INCH (NO. 22 B&S GAGE)

0.032 INCH (NO. 20 B&S GAGE)

0.040 INCH (NO. 18 B&S GAGE)

0.051 INCH (NO. 16 B&S GAGE)
(MINIMUM THICKNESS, NOMINAL)

0.040 INCH (20 GAGE, GALV.)

0.052 INCH (18 GAGE, GALV.)

0.022 INCH (26 GAGE, GALV.)

0.034 INCH (22 GAGE, GALV.)

0.028 INCH (24 GAGE, GALV.)

ROUND DUCTS

LONGITUDINAL SEAM DUCT
STEEL
(MINIMUM THICKNESS, NOMINAL)

0.040 INCH (20 GAGE, GALV.)

0.052 INCH (18 GAGE, GALV.)

0.022 INCH (26 GAGE, GALV.)

0.028 INCH (24 GAGE, GALV.)

0.034 INCH (22 GAGE, GALV.)
STEEL

FITTINGS

0.020 INCH (NO. 24 B&S GAGE)

RECTANGULAR DUCTS
STEEL
(MINIMUM THICKNESS, NOMINAL)

ALUMINUM
NOTES:
- STRUCTURAL ENGINEER TO PROVIDE SEISMIC CALCULATIONS AND ATTACHMENT DETAIL TO STRUCTURE FOR CEILING MOUNTED EQUIPMENT OVER 20 LBS.

MOUNT FAN FROM STRUCTURE ABOVE WITH THREADED RODS.

PROVIDE MASON 30N SPRING-AND-NEOPRENE HANGERS WITH

MINIMUM ONE-INCH STATIC DEFLECTION

ACOUSTICAL LINING
EXTEND 4' FROM FAN
DISCHARGE. PROVIDE BDD

GASKETED ACCESS PANEL

FLEXIBLE CONNECTION
NOTES:

REFER TO SPECIFICATIONS FOR HANGER SPACINGS.

ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE WITH STRUCTURAL ENGINEER'S REQUIREMENTS AND WEIGHT LIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE AHALL BE SUBMITTED.

1. 2.

ROUND DUCT HANGER

OVAL/RECTANGULAR DUCT HANGER
1"X18 GA.

STRAP OVER
DUCT (TYP.)
TRIM @45°
ANGLE
(TYP.) 61" &
OVER
2"X2"X1/8" ANGLE TOP &
BOTTOM
1"X16 GA.

CONTINUOUS

COLLAR DRAWN

TIGHT AROUND
DUCT
3/8" BOLT, NUT &

STAR WASHER
2" MAX.

THIS HANGER IS FOR DUCTS 24" DIA. &

SMALLER
3/8" DIA. ROD OR 1"X16 GA.

HANGER STRAP
60" MAX.
1"X16 GA. CONTINUOUS HANGER STRAP
(TYP.). EACH STRAP ADJACENT TO ONE
ANOTHER AT HANGER LOCATION (TYP.)
1"X16 GA. HANGER
STRAP
1/4" BOLT, NUT & STAR
WASHER (TYP.)
THESE TWO HANGERS ARE FOR DUCTS 25" & LARGER (MAY BE

USED ON SMALLER DUCTS)
3/8" DIA. ROD OR 1"X16
GA. HANGER STRAP
(TYP.)

NUT & LOCKNUT
1-1/8"X12 GA. SPLIT RING COLLAR

AROUND DUCT
1"X16" GA. HANGER STRAP
(TYP.)

SHEET METAL
SCREWS (TYP.) 30"MAX.

EXHAUST DUCT

FLEXIBLE CONNECTION
1 1/2"x1 1/2"x16 GAGE

DIAGONAL BRACE

SECURE TO

STRUCTURE

ANGLE MOUNTING BRACKET FURNISHED

WITH FAN

CEILING

PROVIDE NEOPRENE ISOLATOR PADS

GRILLE FURNISHED WITH FAN
3 CEILING EXHAUST FAN DETAIL NTS
2 DUCT SUPPORT DETAILS NTS
1 SHEET METAL GAGES NTS
6 NOT USED NTS
5 IN-LINE FAN NTS
4 DUCT CONSTRUCTION DETAILS NTS
8 HEAT PUMP MOUNTING DETAIL NTS
7 WALL MOUNTED FAN COIL DETAIL NTS

MOUNTED INDOOR UNIT PER MANUFACTURER

SPECIFICATIONS

FAN COIL UNIT
11- 5/8"
12"

REFRIGERANT

LINE FLARED

CONNECTION

POWER AND CONTROL
WIRING
(HIGH VOLTAGE)

DRAIN LINE
(INSULATE IN UNCONDITIONED SPACE)

MECHANICAL PLATFORM

SEE ARCHITECTURAL SET FOR

FURTHER INFORMATION

PROVIDE MASON SSLFH-X OR SLRSO

RESTRAINED-SPRING MOUNTS WITH MINIMUM

TWO-INCH STATIC DEFLECTION
ROOF

FILTER-DRYER

SIGHT GLASS WITH

MOISTURE INDICATOR CONDUIT - POWER AND CONTROL

REFRIGERANT SUCTION LINE WITH

INSULATION

REFRIGERANT LIQUID LINE

BACK-SEATED REFRIGERANT VALVE

REFRIGERANT GAUGE CONNECTION

HEAT PUMP UNIT

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

MECHANICAL

DETAILS - II
M6.2
250532_M6.1- 2

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
PL. LEGEND,
GEN. NOTES
& SCHEDULES
P0.1
250532_P0.1_P0.2&P0.3
-

PLUMBING FIXTURE SCHEDULE
FIXT. ID DESCRIPTION MANUFACTURER

ROUGH IN

REMARKS

W V CW HW
WC-1 WATER CLOSET TOTO 3" 2" 3/4" -
AQUIA IV TOILET, MODEL #CST446CEMFG#01 THE TWO-PIECE, ULTRA HIGH-EFFICIENCY, ELONGATED FRONT BOWL.

DUAL FLUSH 1.28GPF/0.8 GPF.

MODEL #SS124 SOFT CLOSE SEAT.

LV-1 LAVATORY SELECTED BY ARCHITECT 2" 2" 1/2" 1/2" SELECTED BY ARCHITECT. MAX FLOW 1.2 GPM @ 60 PSI.

WCO WALL CLEANOUT J.R.SMITH SAME AS PIPE
SIZE --- TAPER THREAD PLUG WITH SQUARE FRAME AND COVER IN POLISHED CHROME.

FD-1 FLOOR DRAIN J.R.SMITH 2" 1-1/2" - - MODEL #2110; GENERAL USE FLOOR DRAIN, 2"Ø PIPE SIZE, NO HUB OUTLET, 8" Ø NICKEL BRONZE ROUND STRAINER.

TP-1 TRAP PRIMER P.P.P. - - 1/2" - MODEL #P1-500; TRAP PRIMER VALVE WITH SUPPLY DISTRIBUTION UNIT, PROVIDE ACCESS PANEL.

EWH-1 ELECTRIC WATER HEATER AO SMITH 3/4" T&PR - 3/4" 3/4" ELECTRIC TANK TYPE WATER HEATER DEL-20; 4 KW; 208 V; 1PH; FOR FURTHER SEE P0.2.

MS-1 MOP SINK GSW 3" 2" 3/4" 3/4" GSW # CSE2424FM-D DOUBLE DOOR STYLE ; SINK BOWL SIZE 20 X 20 X 10 DRAIN SIZE 2-1/4" ; DURABLE STAINLESS STEEL FIXED SHELF FOR CLEANING SUPPLIES; HOLDS UP TO 4 MOPS; OPEN BACK FOR AIR CIRCULATION.

WHA WATER HAMMER ARRESTOR P.P.P. OR SIMILAR - - 3/4" - SC-500 WATER HAMMER ARRESTOR #SC-500 1-11 FU, PER PDI STANDARD PDI-WH 201.

MX-1 THERMOSTATIC MIXING VALVE WATTS - - 1/2" 1/2" MODEL #LFMMV-M1, SET OUTLET TEMPERATURE AT 105°F.

FAG-1 FIXED AIR GAP FITTING ZURN - - - - ZURN Z1025 FIXED AIR GAP DURA COATED CAST IRON BODY WITH SLIP JOINT INLET AND NO-HUB OUTLET.

GENERAL PLUMBING NOTES
# DESCRIPTION
1 CONSTRUCTION TO CONFORM WITH:
- 2025 CALIFORNIA BUILDING CODE, WITH LOCAL AMENDMENTS
- 2025 CALIFORNIA MECHANICAL CODE, WITH LOCAL AMENDMENTS - 2025 CALIFORNIA PLUMBING CODE. WITH LOCAL AMENDMENTS
- 2025 CALIFORNIA ELECTRICAL CODE, WITH LOCAL AMENDMENTS - 2025 CALIFORNIA FIRE CODE, WITH LOCAL AMENDMENTS
- 2025 CALIFORNIA ENERGY CODE, WITH LOCAL AMENDMENTS
- 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE.
- TITLE 24 ENERGY EFFICIENCY STANDARDS, 2025 EDITION.
- ALONG WITH ANY OTHER APPLICABLE LOCAL CODE AND STATE LAWS AND REGULATIONS 2 SOIL OR WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE 3 ALL DRAIN, WATER & GAS LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT & SECURED

IN PLACE
4 PROVIDE TRAP PRIMERS FOR FLOOR DRAINS.
5 CONTRACTOR SHALL VERIFY THE LOCATION OF THE SANITARY SEWER AT SITE AND SHALL REVISE THE

SEWER SYSTEM AS REQUIRED
6 ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE ARCHITECT PRIOR

TO ANY INSTALLATION
7 ALL VALVES, TRAP PRIMERS, WATER HAMMERS ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS

OR ABOVE NON-ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL 8 ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKE
9 CONTRACTOR SHALL PROVIDE CONDENSATE DRAINS FROM A/C UNITS TO APPROVED DRAIN POINT 10 INSTALLATION SHALL CONFORM TO THE ENERGY CODE FOR NEW NON-RESIDENTIAL BUILDINGS 11 PRIOR TO COMMENCING WORK ON THIS PROJECT, CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD BEFORE STARTING WORK. SHOULD CONDITIONS

EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED,

CONTRACTOR SHALL NOTIFY OWNER AND GENERAL CONTRACTOR IMMEDIATELY 12 CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR TO REVIEW ARCHITECTURAL AND

EQUIPMENT SHEETS
13 ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE & LOCAL ORDINANCES & REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ALL PLUMBING WORK & MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE LOCAL PLUMBING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPARTMENT OF BUILDING & SAFETY. OBTAIN & PAY FOR ALL PERMITS, FEES & INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. ALL PIPING TO BE

CONCEALED UNLESS NOTED OTHERWISE
14 THE EQUIPMENT ROUGH-INS AS SHOWN ARE BASED UPON AVAILABLE INFORMATION HOWEVER, IN SOME

INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM

WHAT IS SHOWN, THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS

SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE

CONTRACTOR
15 CONTRACTOR SHALL PROVIDE GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR

OPERATION
16 INSTALL SHUT-OFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR APPLIANCE 17 PROVIDE A LEVER HANDLE GAS SHUTOFF VALVE IN THE BRANCH PIPING OF EACH APPLIANCE OR PIECE OF EQUIPMENT. FOR EACH APPLIANCE INSTALL QUICK DISCONNECT, FLEXIBLE PIPE AND RESTRAINING DEVICE FURNISHED BY OWNER. PROVIDE PRESSURE REDUCING VALVES AT EACH PIECE OF EQUIPMENT OR APPLIANCE IF GAS PRESSURE GREATER THAN 8" IS USED DOWNSTREAM FROM THE METER 18 ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS 19 ENSURE THAT ALL JOINTS, GAPS AND SPACES ALONG THE PERIMETER OF PLUMBING FIXTURES ARE TO BE SEALED WITH NSF APPROVED SEALANT TO WITHIN 1/32"
20 PRIOR TO BEING CONCEALED, PIPING PENETRATIONS AT FIRE RESISTIVE ASSEMBLIES SHALL BE

INSPECTED TO VERIFY COMPLIANCE WITH THE FIRE RESISTANCE RATING 21 SURFACE MOUNTED PIPING IS NOT ACCEPTABLE. PIPING AND CONDUITS OF ALL TYPES MUST BE

CONCEALED WITHIN WALLS, FLOORS AND CEILING, INCLUDING CONDENSATE DRAIN LINES, WATER

HEATER PRESSURE RELIED LINES AND SODA LINES
22 REFER TO STRUCTURAL DRAWINGS FOR PIPING AND EQUIPMENT SUPPORT DETAILS 23 ALL FITTINGS AND FIXTURES IN CONTACT WITH POTABLE WATER SHALL BE LOW LEAD 24 FLOOR SINKS, TRAPS, AND SANITARY DRAIN PIPING WITHIN 10 FEET OF DRAIN RECEIVING CONDENSATE AND EQUIPMENT DRAIN WATER BELOW 60 DEGREE F SHALL BE INSULATED WITH 1" THICK DENSITY

GLASS FIBER INSULATION

PLUMBING LEGEND

SYMBOL ABBREVIATION DESCRIPTION

CW COLD WATER PIPING
HW HOT WATER PIPING (140° F)
HWR HOT WATER RECIRCULATION PIPING (140° F)
TW TEMPERED WATER PIPING (110° F)
TWR TEMPERED WATER RECIRCULATION PIPING (110° F)

F FIRE PROTECTION WATER PIPING

S OR W SOIL OR WASTE PIPING BELOW GRADE

S OR W SOIL OR WASTE PIPING ABOVE GRADE

CWV COMBINATION WASTE & VENT PIPING

V VENT PIPING

CD CONDENSATE DRAIN PIPING

ID INDIRECT DRAIN PIPING

G NATURAL GAS PIPING

WHA WATER HAMMER ARRESTOR
P.O.C. POINT-OF-CONNECTION

POINT-OF-DISCONNECTION
CAPPED

GAS COCK WITH UNION
UNION

UP PIPE UP

DN PIPE DOWN

DN PIPE TEE DOWN

BV BALL VALVE

CV CHECK VALVE

RED REDUCER

BALANCING VALVE

PUMP PUMP

FCO FLOOR CLEANOUT OR GRADE CLEANOUT

WCO WALL CLEANOUT

AFF ABOVE FINISHED FLOOR

BFF BELOW FINISHED FLOOR

BG BELOW GROUND
(E) EXISTING
(N) NEW

NTS NOT TO SCALE

IE INVERT ELEVATION
QTY. QUANTITY
V.T.R. VENT THROUGH ROOF

CWF COLD FILTRATED WATER
V.I.F. VERIFY IN FIELD

FU FIXTURE UNIT
W OR V
1 WASTE AND VENT STACK

WASTE AND VENT STACK NUMBER
R
1 WATER RISER

WATER RISER NUMBER
G
1 GAS RISER

GAS RISER NUMBER
NOTE:

NOT ALL SYMBOLS AND ABBREVIATIONS ARE NECESSARILY USED IN THIS PROJECT.

PLUMBING DRAWING SCHEDULE

NUMBER TITLE
P0.1 PLUMBING LEGEND, GENERAL NOTES & SCHEDULES
P0.2 PLUMBING CALCULATIONS & SPECIFICATIONS
P0.3 PLUMBING SPECIFICATIONS II
P2.1 PLUMBING SANITARY SEWER & VENT FLOOR PLAN
P3.1 PLUMBING DOMESTIC WATER FLOOR PLAN
P6.1 PLUMBING DETAILS

WATER CONSUMPTION REQUIREMENTS

PLUMBING FIXTURES SHALL MEET FOLLOWING WATER CONSUMPTION REQUIREMENTS

PLUMBING FIXTURE CONSUMPTION REQUIREMENT
WATER CLOSET 1.28 GPF OR LESS
LAVATORY 1.2 GPM OR LESS
KITCHEN FAUCETS 1.8 GPM OR LESS
SHOWER HEAD 2.0 GPM OR LESS
BASED ON CALIFORNIA GREEN BUILDING STANDARDS CODE 2022

PIPING INSULATION SCHEDULE
PIPE SIZE < 1" 1" - 1-1/2" 1-1/2" - 4" 4" TO < 8" 8" & LARGER

INSULATION
THICKNESS 1" 1-1/2" 1-1/2" 1-1/2" 1-1/2"
ALL INSULATION SHALL BE W/R VALUES OF 4.0 TO 4.6.

BASED ON TABLE 120.3-A 2022 BUILDING ENERGY EFFICIENCY STANDARDS

WATER HAMMER ARRESTOR SIZING

MARK MANUFACTURER/
MODEL # FIXTURE UNITS INLET SIZE REMARKS
WHA-A PPP SC-500 1-11 1/2" PER PDI STANDARD PDI-WH 201
WHA-B PPP SC-750 12-32 3/4" PER PDI STANDARD PDI-WH 201 WHA-C PPP SC-1000 33-60 1" PER PDI STANDARD PDI-WH 201

CONDENSATE DRAIN PIPE SIZING

CONDENSATE PIPE

SIZE (IN INCHES)

MAXIMUM EQUIPMENT CAPACITY IN TONS OF
REFRIGERATION (SLOPE : 1/8" = 1'-0") REMARK
3/4" 20
WITH PIPE RUNNING AT 3/4 FULL AND
OUTSIDE AIR AT 90°F DB AND 73°F WB.
1" 40
1-1/4" 90
1-1/2" 125
2" 250
AS PER 2022 CALIFORNIA PLUMBING CODE, TABLE 814.3.

MATERIAL SPECIFICATIONS

SERVICES CAST IRON
NO-HUB
GALV.

STEEL
SCH 40
BLACK
STEEL
SCH 40
TYPE M
COPPER
TYPE L
COPPER
TYPE K
COPPER

CAST IRON
NO-HUB
EPOXY
COATED
REMARK

COLD WATER
ABOVE GROUND ●
BELOW GROUND ● 2

HOT/TEMPER
WATER
ABOVE GROUND ●
BELOW GROUND ●
WASTE
ABOVE GROUND ● 1
BELOW GROUND ● 1, 2
VENT
ABOVE GROUND ● 1
BELOW GROUND ● 1, 2

CONDENSATE
DRAIN
ABOVE GROUND ●
BELOW GROUND ●

INDIRECT
WASTE
INDOOR ●
OUTDOOR ●
GREASE
WASTE
ABOVE GROUND ●

EPOXY COATED

HUBLESS CAST

IRON PIPES AND
FITTINGS. BELOW GROUND ●

NATURAL
GAS
INDOOR ●
OUTDOOR ●

1. ABS DWV IS ACCEPTABLE IF ALLOWED BY THE LOCAL AUTHORITY HAVING JURISDICTION. CONTRACTOR TO PROVIDE BID ALTERNATE AND APPROVAL LETTER TO OWNER FOR CONSIDERATION.

2. PROTECT PIPING WITH APPROVED POLY WRAP OR PVC IOMIL PIPE TAPE. 1 1
2 2
2

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

PLUMBING

SPECIFICATION
P0.2
250532_P0.1_P0.2&P0.3
-

PLUMBING SPECIFICATIONS
PART 2 MATERIALS

2.01 PIPING:

A. HUBLESS CAST IRON SOIL PIPE AND FITTINGS:

1. PIPE AND FITTINGS FOR BOTH UNDERGROUND AND ABOVEGROUND INSTALLATION

SHALL BE NO-HUB CAST IRON PIPE AND FITTINGS MANUFACTURED FROM GRAY CAST IRON AND SHALL CONFORM TO ASTM A 888, AND CISPI 301 (CURRENT VERSION). ALL PIPE AND

FITTINGS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PRODUCTS MUST BE MARKED WITH THE NAME OF THE USPTO REGISTERED TRADEMARK OF THE MANUFACTURER. ACCEPTABLE

MANUFACTURERS ARE CHARLOTTE PIPE, STAR PIPE PRODUCTS, TYLER/AB&I OR APPROVED EQUAL.

2. STANDARD COUPLINGS SHALL BE USED FOR BRANCH PIPING AND SHALL CONFORM TO CISPI STANDARD 310, ASTM C 1227, AND ASTM C 564. COUPLINGS SHALL BE

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S BAND TIGHTENING SEQUENCE AND TORQUE RECOMMENDATIONS. TIGHTEN BANDS WITH A PROPERLY CALIBRATED TORQUE LIMITING DEVICE.

3. HEAVY DUTY COUPLINGS (BLUE SHIELD) SHALL BE USED FOR MAIN PIPING AND SHALL CONFORM TO ASTM C 1540, AND ASTM C 564. THIRD PARTY TESTING AND LISTING IS REQUIRED TO PROVE CONFORMANCE TO THE STANDARDS. COUPLINGS SHALL BE

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S BAND TIGHTENING SEQUENCE AND TORQUE RECOMMENDATIONS. TIGHTEN BANDS WITH A PROPERLY CALIBRATED TORQUE LIMITING DEVICE.

4. THE SYSTEM SHALL BE HYDROSTATICALLY TESTED AFTER INSTALLATION TO 10 FEET OF HEAD, OR AIR TEST TO 4.3 PSI.
1-1/2" AND SMALLER
2" AND LARGER
B. INTERIOR ABOVEGROUND SOIL, WASTE, VENT AND STORM DRAIN PIPING:

1. 3" AND LARGER - HUBLESS CAST-IRON PIPE AND FITTINGS.

2. 2" AND SMALLER - COPPER DWV TUBE, COPPER DRAINAGE FITTINGS, AND THREDED JOISTS.

C. INTERIOR DOMESTIC WATER PIPING:
3" AND SMALLER - TYPE L HARD TEMPERED COPPER WITH SOLDER END FITTINGS. 95-5 TIN AND ANTIMONY SOLDER JOINTING (LEAD-FREE). USE TYPE K FOR UNDERGROUND PIPING.

D. CONDENSATE DRAIN PIPING:

COPPER WATER TUBE ASTM B88, TYPE "M", SOLDER WITH 95-5 SOLDER, LEAD-FREE TYPE.

CONDENSATE DRAIN PIPE IN CEILING SPACE SHALL BE INSULATED WITH 1/2" THICK ARMSTRONG ARMAFLEX, AND SECTIONS BUTTED FIRMLY TOGETHER.

E. THE FIRE-TEST RESPONSE CHARACTERISTIC OF ANY PIPING INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDES OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR BY A TESTING AND

INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING
JURISDICTION, OR REQUIRED BY LOCAL CODES.

F. DOMESTIC HOT WATER, TEMPERED WATER AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH 1" THICK DENSITY GLASS FIBER INSULATION, HAVING

FACTORY-APPLIED, SELF-SEALING ALL-SERVICE JACKET, MOLDED TO CONFORM TO PIPING, K-VALUE AT 75 DEGREES F, MAXIMUM 0.23 BTU-IN/HR-SQ.FT. DEGREES F.

2.02 PIPE FLASHINGS:
#4 LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVED EQUAL.

2.03 VALVES:

A. GATE VALVES: RED & WHITE 204 OR EQUAL, 3" AND SMALLER.

B. CHECK VALVES: RED & WHITE 238 OR EQUAL, 3" AND SMALLER.

C. BALL VALVES: BRASS OR BRONZE BODY WITH CHROME -PLATED BRONZE BALL, MSS SP-110, RED & WHITE VALVE 5044F OR EQUAL.

2.04 PLUMBING FIXTURES AND TRIM:

PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT.

SEE PLUMBING FIXTURE SCHEDULE.

2.05 PIPE HANGERS AND SUPPORTS:

A. SUPERSTRUT, GRINNELL, OR APPROVED EQUAL.

B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.

C. ALL HANGERS BELOW DECK TO BE STAINLESS STEAL. ALL BOLTS AND THREADED

ROLS SHALL HAVE DOUBLE NUTS FOR LOCKING
PART 2 MATERIALS

2.01 PIPING:

A. HUBLESS CAST IRON SOIL PIPE AND FITTINGS:

1. PIPE AND FITTINGS FOR BOTH UNDERGROUND AND ABOVEGROUND INSTALLATION

SHALL BE NO-HUB CAST IRON PIPE AND FITTINGS MANUFACTURED FROM GRAY CAST IRON AND SHALL CONFORM TO ASTM A 888, AND CISPI 301 (CURRENT VERSION). ALL PIPE AND

FITTINGS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PRODUCTS MUST BE MARKED WITH THE NAME OF THE USPTO REGISTERED TRADEMARK OF THE MANUFACTURER. ACCEPTABLE

MANUFACTURERS ARE CHARLOTTE PIPE, STAR PIPE PRODUCTS, TYLER/AB&I OR APPROVED EQUAL.

2. STANDARD COUPLINGS SHALL BE USED FOR BRANCH PIPING AND SHALL CONFORM TO CISPI STANDARD 310, ASTM C 1227, AND ASTM C 564. COUPLINGS SHALL BE

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S BAND TIGHTENING SEQUENCE AND TORQUE RECOMMENDATIONS. TIGHTEN BANDS WITH A PROPERLY CALIBRATED TORQUE LIMITING DEVICE.

3. HEAVY DUTY COUPLINGS (BLUE SHIELD) SHALL BE USED FOR MAIN PIPING AND SHALL CONFORM TO ASTM C 1540, AND ASTM C 564. THIRD PARTY TESTING AND LISTING IS REQUIRED TO PROVE CONFORMANCE TO THE STANDARDS. COUPLINGS SHALL BE

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S BAND TIGHTENING SEQUENCE AND TORQUE RECOMMENDATIONS. TIGHTEN BANDS WITH A PROPERLY CALIBRATED TORQUE LIMITING DEVICE.

4. THE SYSTEM SHALL BE HYDROSTATICALLY TESTED AFTER INSTALLATION TO 10 FEET OF HEAD, OR AIR TEST TO 4.3 PSI.
1-1/2" AND SMALLER
2" AND LARGER
B. INTERIOR ABOVEGROUND SOIL, WASTE, VENT AND STORM DRAIN PIPING:

1. 3" AND LARGER - HUBLESS CAST-IRON PIPE AND FITTINGS.

2. 2" AND SMALLER - COPPER DWV TUBE, COPPER DRAINAGE FITTINGS, AND THREDED JOISTS.

C. INTERIOR DOMESTIC WATER PIPING:
3" AND SMALLER - TYPE L HARD TEMPERED COPPER WITH SOLDER END FITTINGS. 95-5 TIN AND ANTIMONY SOLDER JOINTING (LEAD-FREE). USE TYPE K FOR UNDERGROUND PIPING.

D. CONDENSATE DRAIN PIPING:

COPPER WATER TUBE ASTM B88, TYPE "M", SOLDER WITH 95-5 SOLDER, LEAD-FREE TYPE.

CONDENSATE DRAIN PIPE IN CEILING SPACE SHALL BE INSULATED WITH 1/2" THICK ARMSTRONG ARMAFLEX, AND SECTIONS BUTTED FIRMLY TOGETHER.

E. THE FIRE-TEST RESPONSE CHARACTERISTIC OF ANY PIPING INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDES OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR BY A TESTING AND

INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING
JURISDICTION, OR REQUIRED BY LOCAL CODES.

F. DOMESTIC HOT WATER, TEMPERED WATER AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH 1" THICK DENSITY GLASS FIBER INSULATION, HAVING

FACTORY-APPLIED, SELF-SEALING ALL-SERVICE JACKET, MOLDED TO CONFORM TO PIPING, K-VALUE AT 75 DEGREES F, MAXIMUM 0.23 BTU-IN/HR-SQ.FT. DEGREES F.

2.02 PIPE FLASHINGS:
#4 LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVED EQUAL.

2.03 VALVES:

A. GATE VALVES: RED & WHITE 204 OR EQUAL, 3" AND SMALLER.

B. CHECK VALVES: RED & WHITE 238 OR EQUAL, 3" AND SMALLER.

C. BALL VALVES: BRASS OR BRONZE BODY WITH CHROME -PLATED BRONZE BALL, MSS SP-110, RED & WHITE VALVE 5044F OR EQUAL.

2.04 PLUMBING FIXTURES AND TRIM:

PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT.

SEE PLUMBING FIXTURE SCHEDULE.

2.05 PIPE HANGERS AND SUPPORTS:

A. SUPERSTRUT, GRINNELL, OR APPROVED EQUAL.

B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.

C. ALL HANGERS BELOW DECK TO BE STAINLESS STEAL. ALL BOLTS AND THREADED

ROLS SHALL HAVE DOUBLE NUTS FOR LOCKING
PART 3 INSTALLATION AND EXECUTION

3.01 GENERAL:

A. SUPPORT C.I. SOIL PIPING AT 5 FEET ON CENTER MAXIMUM AND EACH JOINT AND/OR FITTING. SUPPORT 1/2" AND 3/4" PIPING AT 6 FEET ON CENTER MAXIMUM. SUPPORT 1" TO 1- 1/2" PIPING AT 8 FEET ON CENTERS. SUPPORT 2" AND LARGER PIPING AT 10 FEET ON CENTER MAXIMUM. STEEL PIPING 4" AND LARGER MAY BE SUPPORTED AT 12 FEET ON

CENTER MAXIMUM EXCEPT FOR VICTAULIC FITTED PIPING WHICH SHALL BE SUPPORTED AT 10 FEET ON CENTER MAXIMUM.

3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING:

A. INSTALL PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS, TO CONFORM WITH BUILDING REQUIREMENTS. PIPE TO BE FREE OF DEFECTS, AND INSTALLED TO AVOID ANY POSSIBLE GALVANIC ACTION BY ISOLATING DISSIMILAR METALS.

B. TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMIC

CONDITIONS FOR DYNAMIC TESTING RECORD PRESSURE AND FLOW RATE IN GALLONS PER MINUTE. TRANSMIT THIS INFORMATION TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

C. PROVIDE ALL TESTS SPECIFIED HERE IN AFTER AND AS OTHERWISE REQUIRED. PROVIDE

ALL TEST EQUIPMENT, INCLUDING TEST PUMPS, GAUGES, INSTRUMENTS AND OTHER EQUIPMENT REQUIRED. PRESSURE GAUGES USED SHALL BE GRADUATED IN INCREMENTS NOT GREATER THAN 5 POUNDS PER SQUARE INCH.. NO PLUMBING OR DRAINAGE SYSTEM

OR PART THERE OF SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNLESS IT HAS BEEN SPECIFIED. CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S

REPRESENTATIVE, AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTIONS.

D. APPLY A WATER TEST TO THE WASTE, AND VENT SYSTEMS WHETHER IN ITS ENTIRETY OR IN SECTIONS; IF APPLIED TO THE ENTIRE SYSTEM, TIGHTLY CLOSE ALL OPENINGS IN THE

PIPING EXCEPT THE HIGHEST OPENING, AND FILL THE SYSTEM WITH WATER TO THE POINT OF OVERFLOW. IF THE SYSTEM IS TESTED IN SECTIONS, TIGHTLY PLUG EACH OPENING

EXCEPT FOR THE HIGHEST OPENING OF THE SECTION UNDER TEST, AND FILL EACH SECTION WITH WATER, BUT TEST WITH NO LESS THAN A 10' HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, TEST AT LEAST THE UPPER 10' OF THE NEXT PRECEDING SECTION SO THAT NO JOINT OR PIPE IN THE BUILDING (EXCEPT THE UPPERMOST 10' OF THE SYSTEM) SHALL HAVE BEEN SUBMITTED TO A TEST OF LESS THAN A 10' HEAD OF WATER. KEEP WATER IN THE SYSTEM OR IN THE PORTION UNDER TEST FOR AT LEAST 24 HOURS BEFORE INSPECTION STARTS, WITH THE SYSTEM TIGHT AT ALL POINTS.

E. DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER A PRESSURE OF NOT LESS THAN 150 PSI. PIPING MUST STAND THE TEST FOR A PERIOD OF 24 HOURS WITHOUT LEAKING.

F. CHLORINATION OF THE DOMESTIC COLD AND HOT WATER PIPING SYSTEMS IN

ACCORDANCE WITH STANDARD TESTING PROCEDURES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. TESTING BY A FIRM SUCH AS BENNET-MARINE OR EQUAL. SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS.

G. UPON COMPLETION OF TESTING, CERTIFY TO THE ARCHITECT, IN WRITING THAT THE

SPECIFIED TESTS HAVE BEEN PERFORMED AND THAT THE INSTALLATION COMPLIES WITH THE SPECIFIED REQUIREMENTS.

3.03 PIPING INSTALLATION:

A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS WILL NOT BE PERMITTED EXCEPT FOR BELL SHAPED COPPER BUSHINGS.

B. INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPER PIPING AND FERROUS PIPING OR EQUIPMENT - EPCO, OR EQUAL.

C. INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OR EQUIPMENT WITH SPECIAL CARE. SHOW NO TOOL MARKS OR THREADS AT FITTINGS.

D. CAP OPENINGS IN PIPING DURING CONSTRUCTION.

E. PROVIDE 85%%% RED BRASS PIPE IPS, IN CONNECTION TO FAUCETS, FLUSH VALVES, HOSE BIBBS OR SIMILAR ITEMS REQUIRING RIGID PIPING. EXTEND BRASS PIPE FROM

FIXTURE TO POINT WHERE PIPING CAN BE SECURELY FASTENED TO BUILDING CONSTRUCTION. ALL EXPOSED PIPING AND STOP VALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS.

F. INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TO FACILITATE DISASSEMBLY OF PIPING.

G. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS WITH ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT SAME. CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE ACCEPTABLE TO THE ARCHITECT.

H. SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED.

I. MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER, OR SILFOS; CLEAN SURFACES TO

BE JOINED FREE OF OIL, GREASE, RUST OR OXIDES AND APPLY FLUX TO EACH JOINT BEFORE HEATING ASSEMBLY.

J. ROUGH-IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENT FURNISHED UNDER OTHER DIVISIONS, REQUIRING PLUMBING CONNECTIONS.

PART 1 GENERAL

1.01 SCOPE OF WORK:

FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR AND/OR REASONABLY INCIDENTAL TO THE COMPLETION OF THE FOLLOWING WORK.

A. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDING SEWER AS SHOWN.

B. DOMESTIC HOT AND COLD WATER SYSTEMS INCLUDING WATER HEATER, AND RELATED ACCESSORIES AND CONTROLS. CONNECTION TO BUILDING WATER AS SHOWN.

C. PLUMBING FIXTURES, TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT.

D. FLASHING AND SEALING OF ROOF AND EXTERIOR WALL PENETRATIONS FOR WATER TIGHTNESS.

E. CAULKING AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFT PENETRATIONS.

F. BACKING FOR SECURING FIXTURES, TRIM AND PIPING.

G. ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE.

H. HANGERS, SUPPORTS, AND GUIDES.

I. CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS, FIXTURES AND EQUIPMENT.

J. RECORD DRAWINGS AND OPERATING MANUALS.

K. LICENSE, PERMITS AND ASSOCIATED FEES. M. CONDENSATE DRAINS FROM HVAC EQUIPMENT.

L. CUTTING, DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBING WORK.

1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS:

A. DIVISION 21 00 00 - WET PIPE SPRINKLER SYSTEMS
B. DIVISION 23 00 00 - HEATING, VENTILATING AND AIR CONDITIONING C. DIVISION 26 00 00 - ELECTRICAL

1.03 EXAMINATION OF SITE:

A. VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS

WHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL COSTS. CONTRACTOR SHALL ASSUME REASONABLE

VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL.

1.04 DRAWINGS:

THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS.

WORK AND MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE

SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS SCHEMATIC IN NATURE AND

MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE.

1.05 RULES AND REGULATIONS:

A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES

AND REGULATIONS OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

B. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN

REQUIRED TO COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS.

1.06 SUBMITTALS:

A. SUBMIT FOR REVIEW TO THE OWNER A COMPLETE AND ALL-INCLUSIVE LIST OF EQUIPMENT AND MATERIALS PROPOSED FOR USE (6 COPIES), ACCOMPANIED BY MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGE WRITTEN 15 DAYS AFTER AWARD OF CONTRACT. SUBMIT SIX BLUELINE PRINTS AND ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED PLUMBING INSTALLATION.

INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES.

B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT 6 COPIES OF A LETTER STATING

ANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OF

MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONS

SHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED.

1.07 AS-BUILT DRAWINGS:

A SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH HE SHALL INDICATE THE INSTALLATION "AS-BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF

THE WORK, A SET OR REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT

COST, AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLES, ALONG WITH ONE SET OF

BLUEPRINTS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE PROJECT.

1.08 GUARANTEE:

THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL, WORKMANSHIP OR FINISH. HE SHALL GUARANTEE TO

REPAIR OR REPLACE, WITHOUT CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR

MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION.

1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS:

A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBING SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. THREE (3) COPIES OF THE MANUAL SHALL BE BOUND IN HARDBACK BINDERS.

B. PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT.

INSTRUCTION PERIOD TO COMMENCE FOR MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE.

1.10 CUTTING AND PATCHING:

A. THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE

REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS.

B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL

MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER.

NEW ELECTRIC WATER HEATER SIZING

ITEM QTY DESCRIPTION
DEMAND
@ 120°F
[GPH]
@ 105°F
[GPH]
TOTAL
[GPH]
LV-1 1 LAVATORY 0 5 5.00
MS-1 1 MOP SINK 15 0 15.00
TOTAL - - 20.00
DEMAND FACTOR: 0.6 TOTAL HOT WATER DEMAND: 12.00
TEMPERATURE RISE: 80 THERMAL EFFICIENCY: 0.98
KW INPUT [KW] = GPH X TEMERATURE RISE X 8.33 [LB/GALL] / THERMAL EFFICIENCY X 3412 BTU/KW = 2.39

NEW ELECTRIC WATER HEATER
QUANTITY 1
MANUFACTURER A.O. SMITH
MODEL DEL-20
RECOVERY RATE 20 GPH @ 80°F TEMPERATURE RISE
STORAGE CAPACITY 19 GALLONS
ELECTRICAL INPUT 4 kW, 208V, 1 PH

NOTE INSTALL WATER HEATER AT THE CEILING ABOVE

RESTROOM
2

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

PLUMBING

SPECIFICATION
II
P0.3
250532_P0.1_P0.2&P0.3-
1 2

WC-1
LV-1
FD-1
WCO
WCO
1 223
2"SS
2"SS
2"SS
3"SS
2"V
2"V
(N)3"SS
(N)2"V
3 MS-1
EWH-1
4 FAG-1

SHEET NOTES
# DESCRIPTION
EXTEND AS NEEDED & CONNECT TO EXISTING SS & V LINE. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION, SIZE & INVERT ELEVATION OF THE EXISTING SS & V LINE. 2" SS DOWN & 1-1/2" V UP.
3" SS DOWN & 2" V UP.

ELECTRIC WATER HEATER LOCATED AT THE CEILING ABOVE RESTROOM. TERMINATE

PRESSURE AND TEMPERATURE RELIEF VALVE DRAIN PIPING INDIRECTLY VIA FIXED AIR GAP AT THE RESTROOM.

GENERAL NOTES
# DESCRIPTION
VERIFY IN FIELD EXACT LOCATION AND SIZE OF ALL EXISTING PIPING.

ALL NEW CONNECTIONS TO EXISTING INFRASTRUCTURE SHOWN ON THESE DOCUMENTS SHALL BE VERIFIED IN THE FIELD PRIOR TO ANY INSTALLATION WORK. UPON FIELD

INSPECTION, CONTRACTOR HAS OPTION OF REUSING SECTIONS OF EXISTING SYSTEMS AND PIPING AS HE FINDS APPROPRIATE.

PRIOR TO STARTING CONSTRUCTION, DETERMINE EXACT INVERT ELEVATION, SIZE, DEPTH,

DIRECTION OF FLOW AND LOCATION OF EXISTING UTILITIES WHERE CONNECTIONS ARE TO BE MADE OR INTERSECTIONS OCCUR. NOTIFY ARCHITECT OR ENGINEER FOR DISCREPANCY BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS. WORK BACK TOWARD BUILDING FROM UTILITY CONNECTION FOR ALL PIPING SYSTEMS.

PIPING THAT ARE NOT GOING TO BE REUSED SHALL BE REMOVED OR CAPPED AND ABANDONED IN PLACE. PATCH RESULTING WALL AND FLOOR OPENINGS.

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2
PL. SANITARY

SEWER & VENT

FLOOR PLAN
P2.1
250532_P2.1&P3.1-
PLAN
NORTH
1 PLUMBING SANITARY SEWER & VENT FLOOR PLAN SCALE: 1/4" = 1'-0" 2 2 2

WC-1
LV-1 3/4"CW
1 FD-1
1/2"CW TP-1
1/2"CW4 2
MX-1
MS-1
WHA

WHA WHA
EWH-1
3/4"H&CW
5 6
3 GENERAL NOTES
# DESCRIPTION
VERIFY IN FIELD EXACT LOCATION AND SIZE OF ALL EXISTING PIPING.

ALL NEW CONNECTIONS TO EXISTING INFRASTRUCTURE SHOWN ON THESE DOCUMENTS SHALL BE VERIFIED IN THE FIELD PRIOR TO ANY INSTALLATION WORK. UPON FIELD

INSPECTION, CONTRACTOR HAS OPTION OF REUSING SECTIONS OF EXISTING SYSTEMS AND PIPING AS HE FINDS APPROPRIATE.

PRIOR TO STARTING CONSTRUCTION, DETERMINE EXACT INVERT ELEVATION, SIZE, DEPTH,

DIRECTION OF FLOW AND LOCATION OF EXISTING UTILITIES WHERE CONNECTIONS ARE TO BE MADE OR INTERSECTIONS OCCUR. NOTIFY ARCHITECT OR ENGINEER FOR DISCREPANCY BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS. WORK BACK TOWARD BUILDING FROM UTILITY CONNECTION FOR ALL PIPING SYSTEMS.

PIPING THAT ARE NOT GOING TO BE REUSED SHALL BE REMOVED OR CAPPED AND ABANDONED IN PLACE. PATCH RESULTING WALL AND FLOOR OPENINGS.

SHEET NOTES
# DESCRIPTION
EXTEND AS NEEDED & CONNECT TO EXISTING CW LINE. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION & SIZE OF THE EXISTING CW LINE.
3/4" CW DOWN IN WALL. RUN ALONG THE WALL & PROVIDE CONNECTION TO WC-1( TANK TYPE

1.28 GPF) & LV-1.
1/2" HW DOWN IN WALL. PROVIDE 1/2" H&CW CONNECTION TO LV-1. INSTALL BELOW LAVATORY THERMOSTATIC MIXING VALVE. SET OUTLET TEMP. @ 105°F.
1/2'' COLD WATER DOWN TO TRAP PRIMER FOR FLOOR DRAIN. INSTALL TRAP PRIMING VALVE AT LEAST 12'' ABOVE FINISHED FLOOR WITH BALL VALVE. PROVIDE TRAP PRIMER , P.P.P.

MODEL # P2-500 OR EQUAL.

INSTALL ABOVE RESTROOM ELECTRIC TANK TYPE WATER HEATER, PROVIDE 3/4" H&CW INLET/OUTLET.
3/4" H&CW DOWN IN WALL. PROVIDE CONNECTION TO MS-1.
1 PLUMBING DOMESTIC WATER FLOOR PLAN SCALE: 1/4" = 1'-0" SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2
PL. DOMESTIC
WATER

FLOOR PLAN
P3.1
250532_P2.1&P3.1-
PLAN
NORTH
2 22

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

PLUMBING

DETAILS
P6.1
250532_P6.1
-
4 14
12 3
12 2
10 21/2
11 89 10
ANGLE
1 1/2" 12 GAGE
1" MAX.

WITH 36" MAX. SPACING

ON EACH CHANNEL
CHANNEL OR 2"x2"x1/2"
1/2" DIA. HANGER RODS
TO 1000 LB. UNIFORM LOAD

TRAPEZE HANGER FOR UP

SIDE VIEW
11/2
9 1
77 11/4
67 8
THRU
7 FT
SIZE 1"
PIPE
NOM.

TUBING 5 FT

AS REQUIRED

TO STRUCTURE

ADJUSTABLE CLEVIS HANGER
TYPE 1 IN SPECIFICATIONS
NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST

MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET

TYPICAL PIPE HANGERS

ADD SEISMIC BRACING

HANGER ROD, ATTACH
SIZE ON TRAPEZE.

ROOF
AT 24" SPACING

ANGLE CLIP FOR ANCHOR BOLTS
DECK SPAN. FIELD DRILL HOLES IN

ANGLE CLIP (DOUBLE), ORIENT TO
ANGLE BRACE WELD 1"

BRACE HANGER RODS
OVER 3'-0" LONG WITH
2"x2"x1/2" VERTICAL

TO SET IN DECK TROUGH
1/2
1/2
** *** CLIP
ANGLE

OR INSERTS

ANCHOR BOLTS
2 2
1/2

BOLT WITH
SLOPE 1/1

LONGITUDINAL

ANGLE BRACE
ANCHOR BOLT, TYP.

TRANSVERSE

ANGLE BRACE
1/2"
1/2"
ANGLE
* BOLT TO
SIZE
3, 4
2"
PIPE
2"x2" 16 GA.
2"x2" 16 GA.

2.5"x2.5" 16 GA.
12 GA. CLIP

PIPE SLEEVE

ANGLE BRACE

OVER BOLT
1"
8 1/2"
10 3"x3" 12 GA.
3"x3" 12 GA.
5, 6 1/2"
**
*
***

CUT WASHER
5"x3"x1/2"x1'-4"
2-5x3x1/2x1'-4"
3"x3"x1/2"x1'-4"
3"x3"x1/2"x1'-4"
2-5x3x1/2"x1'-4"
2"x 2"x12 GA. CHANNEL MAY BE
USED

BENT PLATE OF EQUAL THICKNESS MAY

BE SUBSTITUTED FOR LONGITUDINAL

ANGLE CLIP TO FACILITATE ANCHORAGE
TO SLAB TROUGHS. PROVIDE EQUAL

NUMBER OF ANCHOR BOLTS TO THAT
SHOWN.

PROVIDE MINIMUM EMBEDMENT OF 1 1/2"

ABOVE TOP OF METAL DECK FOR ALL
ANCHOR BOLTS.

ESCUTCHEON PLATE

1. 2.

NOTES:

INTERIOR EXTERIOR
PIPE

TYP FOR MASONRY

TYP FOR NON-INSULATED
OR CONCRETE WALL SCH 40 PVC OR GALV STEEL

SPACE BETWEEN PIPE AND SLEEVE

CAULK AND SEAL ANNULAR

PIPE W/OR W/OUT INSULATION

SLEEVE SECURE TO PARTITION
MOUNT SLEEVE AND PROVIDE ESCUTCHEON PLATE.

NOTE: WHERE PIPING IS EXPOSED AT FINISHED WALLS, FLUSH

FLATHEAD SCREWS

SLEEVE SECURE TO PARTITION
SCH 40 PVC OR GALV STEEL

SPACE BETWEEN PIPE AND SLEEVE

CAULK AND SEAL ANNULAR

INSULATION AND JACKET

WHERE EXPOSED

ESCUTCHEON PLATE
PIPE

POURED CONCRETE SLAB

CEMENT BED

ATTACHMENT

TY-SEAL

MEMBRANE

WATER-PROOF
FLOOR
1/2" CW FROM TRAP
PRIMER

CONCRETE SLAB
SLOPE @ 2%

GALVANIZED STEEL
18 GAUGE ROUND

FINISHED WALL

ACCESS COVER CLEANOUT TEE

CLEANOUT PIPE

ADJUSTING COLLAR
(WYE WITH REDUCING BRANCH
IF MAIN IS OVER 4")
WYE
FLOW
AND BODY, SEE SPECS.

CLEANOUT PLUG
FIN. FLOOR

FLUSH COVER

FLOOR CLEANOUT WALL CLEANOUT
1 PIPE SUPPORT DETAIL NTS
2 PIPE HANGER DETAIL NTS
3 PIPE PENETRATION THRU WALLS DETAIL NTS
4 CLEANOUT DETAIL NTS
5 FLOOR DRAIN DETAIL NTS
6 TRAP PRIMER DETAIL NTS
7 ELECTRIC WATER HEATER DETAIL NTS
8 FIXED AIR GAP INDIRECT DRAIN DETAIL NTS
9 NOT USED NTS

ACCESS PANEL
1-1/2" VENT
2" DRAIN TO
SAN. SEWER
2" P-TRAP
FLOOR

FINISHED

FIXED AIR GAP
DRAIN LINE FORM EWH-1
2

WIRE SCHEDULE AND NOTES

LOAD PER

PH (KVA)

WIRE SIZE
(AWG)

MAXIMUM LENGTH OF BRANCH CIRCUIT PER UTILIZATION VOLTAGE NOTES AND (120, 1PH, MAX V.D. 3%) (240, 1PH, MAX V.D. 3%) (240, 3PH, MAX V.D. 3%) REMARKS < 1.92
#12 56 FT 85 FT 98 FT 5
#10 94 FT 141 FT 163 FT 5
#8 144 FT 217 FT 250 FT 5
#6 230 FT 345 FT 398 FT 5
< 1.44
#12 75 FT 113 FT 130 FT 5
#10 125 FT 188 FT 217 FT 5
#8 192 FT 289 FT 334 FT 5
#6 306 FT 460 FT 531 FT 5
< 1.26
#12 86 FT 129 FT 149 FT
#10 143 FT 215 FT 248 FT
#8 220 FT 330 FT 381 FT
< 1.08
#12 100 FT 150 FT 173 FT
#10 167 FT 250 FT 289 FT
#8 256 FT 385 FT 445 FT
< 0.9
#12 120 FT 180 FT 208 FT
#10 200 FT 300 FT 347 FT
<0.72
#12 150 FT 225 FT 260 FT
#10 250 FT 376 FT 434 FT
# NOTES
1 CONTRACTOR SHALL REFER TO THIS TABLE PRIOR TO START OF BRANCH CIRCUIT ROUGH-IN. 2 CONTRACTOR SHALL USE THE APPROPRIATE WIRE SIZE IN CONJUNCTION WITH THE LENGTH OF

THE PROPOSED FIELD VERIFIED ROUTING OF BRANCH CIRCUIT WIRING (INCLUDING VERTICAL & LATERAL RUN, ROUTED PARALLEL/PERPENDICULAR TO THE BUILDING STRUCTURE). 3 SEE PANEL SCHEDULE FOR THE CORRESPONDING KVA LOAD PER PHASE OF A PARTICULAR BRANCH CIRCUIT.
4 RESISTANCE VALUES USED ARE FOR UNCOATED COPPER WIRES IN STEEL CONDUIT. 75 DEGREE C., OPERATING AT 60HZ.
5 THE VALUES IN "120V, 1PH" COLUMN IS TO BE USED FOR GENERAL PURPOSE RECEPTACLE LOADS.

ABBREVIATIONS AND TAGS
ABB. DESCRIPTION ABB. DESCRIPTION

EWH ELECTRIC WATER HEATER SD SMOKE DETECTOR
(E) EXISTING TO REMAIN TEL TELEPHONE

EC ELECTRICAL CONTRACTOR TX TRANSFORMER

FA FIRE ALARM TV TELEVISION

FMT FLEXIBLE METALLIC TUBING UAC UNDER ANOTHER CONTRACT

GC GENERAL CONTRACTOR UAS UNDER ANOTHER SECTION

GFI GROUND FAULT INTERUPTER UON UNLESS OTHERWISE NOTED
IG ISOLATED GROUND V.D. VOLTAGE DROP

LL LANDLORD W WIRE

LV LOW VOLTAGE WP WEATHERPROOF
MECHANICAL UNIT TAG. SEE MECHANICAL
DRAWINGS FOR ADDITIONAL DESCRIPTION.

DETAIL TAG. REFER TO DETAIL 4
1 ON SHEET NUMBER E-4.

AC
4 E-4

ELECTRICAL DRAWING SCHEDULE
# TITLE
E0.1 LEGEND, GENERAL NOTES, SCHEDULES & ABBREVIATIONS
E0.2 ELECTRICAL SPECIFICATIONS
E0.3 SINGLE LINE DIAGRAM & PANEL SCHEDULE
E0.4 TITLE 24 FORMS - INDOOR LIGHTING PART 1
E0.5 TITLE 24 FORMS - INDOOR LIGHTING PART 2
E1.0 POWER SITE PLAN
E1.1 LIGHTING DEMOLITION PLAN
E2.1 LIGHTING PLAN
E3.1 POWER / SIGNAL DEMOLITION PLAN
E4.1 POWER / SIGNAL PLAN
E5.0 DETAILS

GENERAL ELECTRICAL NOTES
# DESCRIPTION
38 FOR ALL LIGHTING FIXTURES MOUNTED IN HUNG CEILING THE GENERAL CONTRACTOR SHALL

PROVIDE AND INSTALL INDIVIDUAL SUPPORT AT EACH CORNER OF RECESSED LIGHTING TROFFER

CONNECTED TO BUILDING STEEL ABOVE ALL CONDUIT AND MC CABLE MOUNTED ABOVE HUNG CEILING SHALL BE INDIVIDUALLY SUPPORTED IN THE SAME FASHION AS PER CEC REQUIREMENTS. 39 PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUITS NUMBERS.

PROVIDE AND INSTALL ALL CONDUITS. CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC.

FOR A COMPLETE AND OPERABLE SYSTEM (HOME RUN SHOWN). BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND C.E.C.
40 ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS (CBC-11B-308-1.1:) RECEPTACLE HEIGHTS:

ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM)

MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF FINISHED FLOOR OR WORKING FLATFORM. IF THE REACH IS OVEN AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) BETWEEN 20 AND 25 INCHES (508 AND 635 MM) IN DEPTH, THE MAXIMUM HEIGHT MEASURED AT THE BOX IS REDUCED TO 44 INCHES (1118MM) FOR FORWARD APPROACH, OR 46 INCHES (1168 MM) FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24 INCHES (610 MM) IN DEPTH. OBSTRUCTION SHALL NOT EXCEED MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH THE RECEPTACLE. 41 SWITCH AND CONTROL HEIGHTS: (CBC-11B-308-1.2:)

CONTROL OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO

CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED

FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE , A KITCHEN BASE CABINET) BETWEEN 20 AND 25 INCHES (508 AND 635MM) IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44 INCHES (1118 MM) FOR FORWARD APPROACH, OR 46 INCHES (1168 MM) FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24 INCHES (610 MM) IN DEPTH. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A CONTROL.
42 ALL ELECTRICAL EQUIPMENT MUST BE LISTED OR LABELED AND INSTALLED ACCORDING TO THE INSTRUCTIONS PROVIDED WITH EQUIPMENT.
43 CERTIFICATE OF ACCEPTANCE FOR LIGHTING CONTROLS IS REQUIRED BY FINAL INSPECTION.

CERTIFICATE SHALL BE COMPLETED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (CLCATT). [CA ENERGY STANDARD 130.4] IN ADDITION, CONTROL WIRING SHALL BE VERIFIED AT THE ROUGH ELECTRICAL INSPECTION.

LEGEND

SYMBOL DESCRIPTION
SINGLE POLE SWITCH AND BOX, WALL MOUNTED +44" AFF.

LOWER CASE LETTER INDICATES CIRCUIT CONTROLLED BY SWITCH.

WALL MOUNTED DIMMER SWITCH, 0-10V DIMMING WITH ON-OFF SWITCH.

WALL MOUNTED 2 WAY ON, CENTER OFF LOW VOLTAGE SWITCH FOR LCP CONTROLLER LIGHTS.

RECEPTACLE, DUPLEX 20A, 120V GRD, NEMA 5-20R +18"AFF U.O.N. (WP=WEATHERPROOF, GFI=GROUND FAULT CIRCUIT INTERRUPTER) DEDICATE RECEPTACLE, DUPLEX 20A, 120V GRD, NEMA 5-20R +18"AFF U.O.N. (WP=WEATHERPROOF, GFI=GROUND FAULT CIRCUIT INTERRUPTER) USB RECEPTACLE, DUPLEX 20A, 120V GRD, NEMA 5-20R +42"AFF U.O.N.

RECEPTACLE, SINGLE, 20A, 120V GRD, NEMA 5-20R +18"AFF UON.

RECEPTACLE, DOUBLE DUPLEX (2) 20A, 120V, GRD - NEMA (2) 5-20R +18"AFF U.O.N.

RECEPTACLE DUPLEX 20A, 120V GRD NEMA 5-20R CEILING MOUNTED.

RECEPTACLE DUPLEX 20A, 120V GRD NEMA 5-20R FLOOR MOUNTED.

RECEPTACLE DOUBLE DUPLEX (2) 20A, 120V GRD, NEMA 5-20R UON. FLOOR MOUNTED. 2 PORT VOICE/ DATA OUTLET, WALL MOUNT +18" AFF PROVIDE RING & STRING TO PULL CABLES THRU HOLLOW WALL. VOICE/ DATA WIRING BY TELECOM SYSTEM INSTALLER.

TV OUTLET, WALL MOUNT +60" AFF PROVIDE RING & STRING TO PULL CABLES THRU HOLLOW WALL.

COMBINATION 4-PLEX RECEPTACLE, NEMA 5-20R DOUBLE DUPLEX (1 DUPLEX AUTO CONTROLLED BY OCCUPANCY SENSOR PER T24, (1) DUPLEX UNCONTROLLED), & TYPE 6 VOICE/DATA OUTLET, FLOOR MOUNTED. PROVIDE MIN. 3/4" TEL/DATA CONDUIT WITH PULL WIRES.

COMBINATION 4-PLEX RECEPTACLE, NEMA 5-20R DOUBLE DUPLEX (1 DUPLEX AUTO CONTROLLED BY OCCUPANCY SENSOR PER T24, (1) DUPLEX UNCONTROLLED), & TYPE 6 VOICE/DATA OUTLET, POKE-TRHU. PROVIDE MIN. 3/4" TEL/DATA CONDUIT WITH PULL WIRES. 4-PLEX RECEPTACLE, NEMA 5-20R DOUBLE DUPLEX (1 DUPLEX AUTO CONTROLLED BY OCCUPANCY SENSOR PER T24, (1) DUPLEX UNCONTROLLED), +18"AFF, U.O.N. SEE NOTE 2.

DUPLEX RECEPTACLE, NEMA 5-20R OCCUPANCY SENSOR CONTROLLED, +18"AFF.

SEE NOTE 2.

GFCI DUPLEX RECEPTACLE ABOVE COUNTER LEVEL, NEMA 5-20R.

GFCI DUPLEX RECEPTACLE ABOVE COUNTER LEVEL, VACANCY SENSOR CONTROLLED, NEMA 5-20R. SEE NOTE 2.

RECEPTACLE 208V, 1PH
RECEPTACLE AT SERVER ROOM, NEMA L5-30. MOUNTED ABOVE RACKS.

RECEPTACLE 20A, 120V/208V, 3PH, 4W, GRD, NEMA L21-20R, +18"AFF UON.

RECEPTACLE 20A, 480V, 3PH, 4W, GRD, NEMA L22-20R, +18"AFF UON.

DUPLEX RECEPTACLE AT TEST LAB 20A, 120V, GND (5-20R U.O.N), SUSPENDED BY TYPE S.O. CORD WITH GRIPS AT EACH END.

DOUBLE DUPLEX RECEPTACLE AT TEST LAB 20A, 120V, GND (5-20R U.O.N), SUSPENDED BY TYPE S.O. CORD WITH GRIPS AT EACH END.

TWIST-LOCK RECEPTACLE 20, 250V, SINGLE PHASE (L6-20R U.O.N), SUSPENDED BY TYPE S.O. CORD WITH GRIPS AT EACH END.

OCCUPANCY SENSOR LOW VOLTAGE CEILING MOUNTED FOR ROOM CONTROLLER.

OCCUPANCY SENSOR LOW VOLTAGE WALL MOUNTED FOR ROOM CONTROLLER.

CEILING MOUNTED DAYLIGHT SENSOR.

JUNCTION BOX CEILING MOUNTED, SIZE TO CODE, TAPE AND TAG WIRES.

JUNCTION BOX WALL MOUNTED, SIZE TO CODE, TAPE AND TAG WIRES.

ELECTRICAL PANELBOARD, SURFACE OR FLUSH MOUNTED (480/277V).

ELECTRICAL PANELBOARD, SURFACE OR FLUSH MOUNTED (120/208V).

SPECIAL PURPOSE ELECTRICAL PANELBOARD, SURFACE OR FLUSH MOUNTED TRANSFORMER - DRY TYPE.

FUSED DISCONNECT SWITCH WITH DUAL ELEMENT FUSES.

SWITCH AND FUSES RATING PER NAMEPLATE OF SERVED UNIT.

NON-FUSED DISCONNECT SWITCH, RATING PER NAMEPLATE OF SERVED UNIT.

MAGNETIC MOTOR STARTER, NEMA RATING AS REQUIRED PER SERVED UNIT.

WALL MOUNTED FURNITURE FEEDS W/POWER & TELE/DATA PORT CAPACITY FOR ELECTRIFIED DESKS PER CLIENT'S REQUIREMENTS.

WALL MOUNTED FURNITURE FEEDS W/POWER & TELE/DATA PORT CAPACITY FOR ELECTRIFIED DESKS AS SHOWN ON PLANS.

FLOOR MOUNTED FURNITURE FEEDS W/POWER & TELE/DATA PORT CAPACITY FOR ELECTRIFIED DESKS AS SHOWN ON PLANS. WIREMOLD EVOLUTION SERIES.

POWER POLES W/POWER & TELE/DATA PORT CAPACITY FOR ELECTRIFIED DESKS AS SHOWN ON PLANS.

POKE-TRHU FURNITURE FEEDS W/POWER & TELE/DATA PORT CAPACITY FOR ELECTRIFIED DESKS AS SHOWN ON PLANS. WIREMOLD EVOLUTION SERIES.

LEGEND NOTES:

1. MOUNTING HEIGHT INDICATED ARE AFF TO CENTER OF PLATE. INCASE OF CONFLICT, GENERAL NOTES 43 & 44 SHALL PREVAIL

2. PROVIDE CONTROLLED RECEPTACLE WITH STANDARD SWITCHED IDENTIFICATION LOGO.

S
D
SLV
D
USB
GFCI
GFCI
OS
OS
DS
J
J
M
CP
CP
CP
CP

SCOPE OF WORK
THIS IS AN EXISTING BUILDING WITH REMODELED RESTROOMS. THE SCOPE OF WORK INCLUDED UNDER THIS CONTRACT:
- REPLACE EXISTING LIGHTING WITH NEW LED ENERGY SAVING LIGHTING. - REPLACE EXISTING CONTROLS WITH NEW CONTROLS.
- ADD NEW EMERGENCY LIGHTS.

GENERAL ELECTRICAL NOTES
# DESCRIPTION
1 GENERAL CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE SUBMITTING BID. 2 ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2022 CEC, 2022 CALIFORNIA ENERGY CODE AND ANY ADDITIONAL STATE OR LOCAL CODES WHICH MAY APPLY.
3 GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC.

REQUIRED.
4 GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR BOTH ROUGH AND FINAL UNDER-WRITERS OR OTHER APPROVED INSPECTION AGENCY CERTIFICATES "ELECTRICAL INSPECTION". THESE CERTIFICATES SHALL BE PRESENTED WITH REQUEST FOR FINAL PAYMENT. 5 IT IS THE INTENT OF THESE PLANS TO PROVIDE A COMPLETE OPERATING ELECTRICAL SYSTEM.

THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL WIRING, EQUIPMENT, MATERIAL. ETC.

REQUIRED, EXCEPT WHERE SPECIFICALLY NOTED AS BEING FURNISHED BY OTHERS. SHOULD

THERE BE ANY QUESTIONS CONCERNING RESPONSIBILITY, THEY SHALL BE ADDRESSED TO ARCHITECT PRIOR TO BID. NO EXTRA CHARGES WILL BE ALLOWED. 6 ELECTRICAL SERVICE SHALL BE COORDINATED WITH THE EXISTING FIELD CONDITIONS. 7 CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL CONTROLS, OWNER-SUPPLIED EQUIPMENT, MECHANICAL AND PLUMBING EQUIPMENT AS REQUIRED. 8 REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATION DETAILS. ALL FIXTURE AND DEVICE

LOCATIONS SHOWN ON ARCHITECTURAL DRAWINGS SUPERSEDE THOSE SHOWN ON ELECTRICAL PLANS.
9 CIRCUIT NUMBER ON THE DRAWINGS ARE FOR IDENTIFICATION ONLY AND DO NOT INDICATE THE POSITION ON THE PANEL BOARD. CONNECT THE CIRCUITS WITH THE LIGHTEST LOADS AND THE

RECEPTACLE CIRCUITS NEAR THE TOP OF THE PANEL, AND THE MORE HEAVILY LOADED CIRCUITS NEAR THE BOTTOM. BALANCE ALL CIRCUITS EVENLY BETWEEN PHASE SO THAT FEEDER WIRES CARRY APPROXIMATELY EQUAL CURRENT. ALL PHASES MUST BE BALANCED WITHIN 10% OR LESS.

G.C. SHALL REBALANCE IF NECESSARY.
10 BRANCH CIRCUIT CONDUCTOR INSULATION SHALL BE COLOR CODED AND SHALL BE 600 VOLT.

TYPE THHN/THWN.
11 CABLES IN HIGH TEMPERATURE AREAS SHALL HAVE INSULATION TYPE SUITABLE FOR THE TEMPERATURE. CABLES USED IN SPACES FOR ENVIRONMENTAL AIR SHALL CONFORM WITH APPLICABLE N.E.C REQUIREMENTS.
12 ALL WIRING USED IN RETURN OR DISCHARGE AIR PLENUMS SHALL BE PLENUM RATED OR INSTALLED PER METHODS APPROVED BY THE LATEST EDITION OF THE C.E.C. FOR SUCH APPLICATION.
13 ALL WIRE AND CABLE CONDUCTORS SHALL BE COPPER WITH INSULATION RATED 600V.

CONDUCTORS SIZED #10 AWG AND SMALLER SHALL BE SOLID OD STRANDED, AND CONDUCTORS SIZED LARGER THAN #10 AWG SHALL BE STRANDED WIRE.
14 BRANCH CIRCUITS FOR POWER AND LIGHTING SHALL NOT BE LESS THAN #12 AWG. OR AS NOTED.

WIRES ARE TO BE SIZED FOR THE APPROPRIATE VOLTAGE DROPS. SEE WIRE SIZE SCHEDULE ON THIS SHEET.
15 UNPERMITTED ELECTRICAL WORK THAT IS CONCEALED MAY BE SUBJECT TO THE INSPECTOR REQUIRING WALLS AND CEILING FINISHES BEING REMOVED FOR INSPECTION. 16 CONTROL WIRING SHALL NOT BE LESS THAN #14 AWG UNLESS OTHERWISE NOTED. 17 HOMERUNS SHOWN ARE SCHEMATIC. CONTRACTOR MAY ORIGINATE HOMERUNS FROM DIFFERENT LOCATIONS. ALL WIRE INCLUDING HOMERUNS SHALL BE DELINEATED ON AS-BUILT DRAWINGS. 18 ALL WIRING INSTALLED UNDER THIS CONTRACT SHALL BE TESTED FOR PROPER CONNECTIONS AND SHORT CIRCUITS PRIOR TO THE TURNING OVER OF WORK AS A COMPLETE UNIT. 19 PROVIDE ALL ELECTRICAL SYSTEM GROUNDING IN ACCORDANCE WITH C.E.C. REQUIREMENTS EVEN IF IT IS NOT SHOWN ON THE DRAWINGS. INCLUDE ADDITIONAL GROUNDING CONDUCTORS IN

ALL RACEWAYS EVEN THOUGH THE DRAWINGS SHOW ONLY CIRCUIT AND/OR NEUTRALS CONDUCTORS. THE PLUMBING AND PIPING SYSTEM SHALL NOT BE USED AS A GROUND. ALL

TRANSFORMER NEUTRALS SHALL BE GROUNDED TO BUILDING STEEL IN ACCORDANCE WITH CEC 250-70.
20 ALL CONDUITS PASSING THROUGH PARTITIONS ARE TO BE APPROPRIATELY SLEEVED & SEALED. 21 FURNISH AND INSTALL ALL CONDUIT WITH PULL WIRES AS REQUIRED. ALL OUTLET BOXES SHALL BE STEEL, EXTRA DEEP WITH GROUNDING PIGTAILS. GROUNDING PUSH-CLIPS ARE NOT ACCEPTABLE.
22 ALL PENETRATIONS SHALL BE INSTALLED AND SEALED PER NATIONAL STATE AND LOCAL CODES 23 DO NOT MAKE ANY CHANGES OR SUBSTITUTIONS WITHOUT SPECIFIC WRITTEN APPROVAL FROM THE ARCHITECT OR ENGINEER.
24 GUARANTEE ALL WORK, MATERIAL AND EQUIPMENT FOR A PERIOD OF ONE YEAR FROM THE DATE OF APPROVAL AND FINAL ACCEPTANCE.
25 THIS DESIGN IS BASED ON INITIAL DESIGN DATA. GENERAL CONTRACTOR TO SUPPLY AND INSTALL FEEDERS, FUSES AND CIRCUIT BREAKERS TO MATCH THE NAMEPLATE RATING OF ALL EQUIPMENT.

THIS SHALL BE INCLUDED IN THE INITIAL BID PROPOSAL AND NO EXTRAS SHALL BE ENTERTAINED. 26 LABEL ALL JUNCTION BOXES, OUTLETS, LIGHT SWITCH, ETC. WITH CIRCUIT NUMBER ON INTERIOR ON COVER PLATE. USE SELF-ADHESIVE "DYMO" LABEL 1/8" HIGH LETTERS. 27 GENERAL CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AND SUPPORTS FOR ALL FLOOR,

WALL, AND CEILING MOUNTED ELECTRICAL EQUIPMENT TO RESIST EARTHQUAKE EFFECTS DETERMINED IN ACCORDANCE WITH THE BUILDING CODE.
28 THE G.C. SHALL PROVIDE ALL EQUIPMENT. MATERIALS AND LABOR TO COMPLETE ALL ELECTRICAL

WORK IN A NEAT AND WORKMANLIKE MANNER AND IN ACCORDANCE WITH GOOD COMMERCIAL

PRACTICE INCLUDING THE INSTALLATION OF ALL THE EQUIPMENT MATERIALS AND SYSTEMS AND

THE FINAL CONNECTIONS TO THE OWNER'S EQUIPMENT AND FIXTURES AS REQUIRED BY THE OWNER. THE G.C. SHALL ALSO FURNISH TEMPORARY WIRING AND LIGHTING T0 PROVIDE A MINIMUM OF 25 FC IN WORK AREAS FOR USE OF ALL THE TRADES DURING CONSTRUCTION AND THE INSTALLATION OF THE OWNERS FIXTURES. THE G.C. IS RESPONSIBLE TO REMOVE ALL TEMPORARY WIRING UPON COMPLETION OF CONSTRUCTION OF ALL TRADES. 29 THIS CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL SUPPLEMENTARY

SUPPORT, INCLUDING SUPPORT STEEL AS REQUIRED TO HANG ALL EQUIPMENT AND LIGHTING

FROM THE EXISTING STRUCTURE IN ACCORDANCE WITH THE ARCHITECTURAL/STRUCTURAL SUPPORT AND LOADING CRITERIA.
30 IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE FULLY DIMENSIONED COORDINATION DRAWINGS FOR ALL OF HIS RESPECTIVE WORK. THESE DRAWINGS MUST BE FULLY COORDINATED WITH ALL EXISTING CONDITIONS. ALL HVAC, PLUMBING, FIRE PROTECTION,

ELECTRICAL, LIGHTING, STRUCTURAL AND ARCHITECTURAL SYSTEMS PRIOR TO PREPARING COMPOSITE MULTI DISCIPLINE COORDINATION DRAWINGS.
31 ALL DISCONNECTING MEANS AND EQUIPMENT INDICATED ON THE DRAWING SHALL BE IDENTIFIED BY NAMEPLATE IN COMPLIANCE WITH THE CALIFORNIA ELECTRICAL CODE 110-22. 32 ALL WIRING FOR THE EMERGENCY LIGHTING AND EMERGENCY SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA ELECTRICAL CODE ARTICLE 700. 33 THE WIRING METHODS AND MATERIALS INDICATED IN THE SPECIFICATIONS AND ON THE

DRAWINGS SHALL BE INSTALLED AND CONNECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA ELECTRICAL CODE ARTICLE 300.
34 THE ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM AS INDICATED ON THE RISER DIAGRAM AND

MATERIALS INDICATED IN THE SPECIFICATIONS SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE CALIFORNIA ELECTRICAL CODE ARTICLE 230, SERVICES. 35 ALL OVER CURRENT PROTECTION SHALL BE IN COMPLIANCE WITH THE CALIFORNIA ELECTRICAL CODE SECTION 240, OVERCURRENT PROTECTION.
36 ALL GROUNDING REQUIREMENTS OF THE COMPLETE ELECTRICAL DISTRIBUTION SYSTEM AND AS

INDICATED IN THE SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, ARTICLE 250, GROUNDING AND BONDING.
37 PRIOR TO ANY REQUIRED CUTTING AND PATCHING OF CONCRETE FLOOR AND/OR CUTTING OF ROOF, CONTRACTOR SHALL COORDINATE WITH BUILDING ENGINEER.

NON-INFRINGEMENT STATEMENT
"THE ELECTRICAL DESIGN IN THIS SET OF PLANS AND SPECIFICATIONS DOES NOT INFRINGE ON THE BUILDING LIFE SAFETY OR SMOKE CONTROL SYSTEM. "
BY:............................................................ DATE: 04/01/2025 SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
NOTES,

SYMBOL LIST,
& SCHEDULES
E0.1
250532_E0.1_E0.2
-
1 TRENCH DETAIL N.T.S.

Type Symbol Type / Location /
Description
Manufacturer /
Catalog # Lamps Watts Voltage Notes
LED 30W 120V L1
NOTES:

1. ALL LIGHT FIXTURES ARE 120 VOLTS, UON.

2. ALL LIGHT FIXTURES ARE LED, DIMMABLE WITH ELECTRONIC DRIVER.

3. SUBSTITUTIONS ALLOWED UNLESS OTHERWISE NOTED.

4. ALL FIXTURE SUBSTITUTIONS MUST BE APPROVED BY ENGINEER PRIOR TO BIDDING.

5. SHADED LIGHT FIXTURE EQUIPPED WITH 90 MINUTE EMERGENCY DRIVER.

6. EMERGENCY EXIT SIGN EQUIPPED WITH 90 MINUTE EMERGENCY BATTERY PACK.

New
lighting
fixture
1'x4' recessed LED
lighting fixture.

LIGHTING FIXTURE SCHEDULE
TBD
X
Wall or ceiling mounted
EXIT sign with
emergency light
equipped with 90
minute emergency
battery pack.

TBD LED 4W 120V
L2 LED 20W 120V
New
lighting
fixture
Vanity LED
lighting fixture TBD
New lighting
fixture
1

ELECTRICAL SPECIFICATION
PART 1: GENERAL

1.01 SCOPE OF WORK
A. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS,

TRANSPORTATION, SUPERINTENDENCE AND SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE CONTRACT DOCUMENTS, DRAWINGS, AND/OR SPECIFIED HEREIN. ALSO INCLUDE

ALL OTHER WORK AND MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED, BUT REASONABLY

INFERRED FOR A COMPLETE INSTALLATION INCLUDING ALL ACCESSORIES AND APPURTENANCES REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE, AND READY FOR OPERATION.

1.02 REGULATORY REQUIREMENT
A. CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES. WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL

COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:

1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSHA).

2. 2022 CALIFORNIA ELECTRICAL CODE

3. 2022 CALIFORNIA BUILDING CODE

4. 2022 CALIFORNIA MECHANICAL CODE

5. 2022 CALIFORNIA PLUMBING CODE

6. 2022 CALIFORNIA FIRE CODE

7. 2022 CALIFORNIA ENERGY CODE, PART 6

8. LOCAL UTILITY COMPANIES

9. NFPA #101: LIFE SAFETY CODE.

10. STATE FIRE MARSHAL

11. LOCAL UTILITY COMPANIES

12. LANDLORD REQUIREMENTS

13. ANY OTHER LOCAL CODES, ORDINANCES AND JURISDICTIONS.

1.03 LICENSE, FEES, AND PERMITS

ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY

THE AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTION OF ELECTRICAL WORK & ELECTRICAL EQUIPMENT (IN DE-ENERGIZED STATE IF REQUIRED BY THE AHJ).

1.04 SAFETY AND INDEMNITY
A. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. NO

ACT, SERVICE, DRAWING REVIEW OR CONSTRUCTION REVIEW BY THE OWNER, THE ENGINEERS OR

THEIR CONSULTANTS, IS INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE.

1.05 DRAWINGS AND SPECIFICATIONS
A. ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOWN ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION.

DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND WIRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACT REQUIREMENTS SHALL BE GOVERNED BY CONDITIONS OF THE JOB. CONSULT ALL OTHER DRAWINGS IN PREPARATION OF THE BID. EXTRA LENGTHS OF WIRING OR ADDITION OF PULL OR JUNCTION BOXES, ETC., NECESSITATE BY SUCH CONDITIONS SHALL BE INCLUDED IN THE BID.

1.06 CONDITIONS AT SITE
A. VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE

CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK. NO ALLOWANCE SHALL

SUBSEQUENTLY BE MADE FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER

THIS REQUIREMENT TO MAKE SUCH EXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT. CONTRACTOR IS

RESPONSIBLE FOR BECOMING COMPLETELY FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL

CONDITIONS AND LIMITATIONS WHICH WILL EXIST IN THE BUILDING AND TO PROVIDE ALL LABOR, TOOLS

AND MATERIALS REQUIRED TO PRODUCE A COMPLETELY CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED BY THE CODE.

THE ELECTRICAL CONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THIS CONDITIONS, WHETHER SPECIFICALLY MENTIONED OR NOT.

1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS
A. ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF WORK.

1.08 SUBMITTALS
A. SUBMITTALS, UNLESS OTHERWISE NOTED, SHALL BE A SINGLE PACKAGE OF SIX (6) COPIES SUBMITTED TO OWNER FOR REVIEW. WORK SHALL NOT COMMENCE UNLESS SUBMITTALS HAVE BEEN REVIEWED FOR GENERAL CONFORMANCE BY THE ENGINEER OF RECORD..

B. SUBMIT CUTSHEETS, MATERIAL DATA, AND SHOP DRAWINGS, AS NOTED BELOW. FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT. SUBMITTALS REQUIRED AS FOLLOWS:

1. BASIC ELECTRICAL MATERIALS INCLUDING BUT IS NOT LIMITED TO:

A.)WIRING DEVICES - RECEPTACLES, SWITCHES, FACEPLATES
B.)WIRES, CONNECTORS, TAPES, SPLICES, TERMINATIONS, AND ACCESSORIES C.)RACEWAYS AND ACCESSORIES
D.)DEVICE IDENTIFICATION

2. ELECTRICAL EQUIPMENT
A.)POWER DISTRIBUTION EQUIPMENT - PANELBOARDS, SWITCHBOARDS, SWITCHGEAR, DISCONNECT

SWITCHES, CIRCUIT BREAKERS, TRANSFORMERS, GENERATORS, INVERTERS, UPS, POWER DISTRIBUTION UNITS, ETC.

B.)SERVICE ENTRANCE EQUIPMENT - BUS DUCT, TERMINATION CANS, METERED SWITCHBOARDS, ETC.

C.)SUPPORTS (SEISMIC & STRUCTURAL), HOUSEKEEPING CONCRETE PADS.

3. LIGHTING
A.)LIGHT FIXTURES AND SUPPORT HARDWARE/DEVICES. CONTRACTOR IS RESPONSIBLE FOR MOUNTING COMPATIBILITY OF LIGHTING FIXTURE WITH CEILING (I.E. TYPE OF T-BAR, HARD

CEILING, SPECIALTY CEILING)
B.)LAMPS AND BALLASTS - INCLUDE BALLASTS CERTIFICATION. BALLAST SHALL HAVE LOCAL DISCONNECTS.

C.)POLES, CONCRETE POLE BASES.

D.)CONTROLS - OCCUPANCY SENSORS, PHOTOCELL, LIGHTING CONTACTORS, LIGHTING CONTROL PANELS, DIMMERS, ETC.

E.)FIXTURE AND ASSEMBLY WATTAGES
F.)FOR PROJECTS THAT ARE SUBJECT TO CALIFORNIA ENERGY CODES, PROVIDE SUBMITTALS

CONFIRMING THAT PRODUCTS SUBMITTED MEET THE REQUIRED MANDATORY MEASURES AS WELL AS MEETS MAXIMUM STATED ENERGY CONSUMPTIONS SHOWN IN TITLE 24 CALCULATIONS.

C. SUBMIT COMPLETE TEST REPORTS AND ANALYSIS FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER TESTING.

D. FOR LEED PROJECTS, SUBMIT LEED COMPLIANCE FORMS AT VARIOUS STAGES OF THE PROJECTS, OR AS REQUESTED.

E. SUBMIT TITLE 24 COMPLIANCE FORMS AT VARIOUS STAGES OF THE PROJECTS, OR AS REQUIRED BY CODE OR AS REQUESTED.

F. SUBMIT VERIFIED PUNCHLIST TWO (2) WEEKS AFTER ISSUANCE DATE. INDICATE PUNCHLIST ITEMS THAT HAVE BEEN COMPLETED BY CONTRACTOR. INCLUDE DATE FOR REPUNCH.

1.09 SUBSTITUTIONS
A. ONE OR MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE

STANDARD OF QUALITY, WORKMANSHIP, FINISH, AND DESIGN REQUIRED, BUT OTHER MATERIALS OR

METHODS EQUAL OR BETTER IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, MAY BE SUBMITTED FOR REVIEW AND APPROVAL AS SUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY ARCHITECT, ENGINEER, AND OWNER.

B. SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL, OR BETTER THAN SPECIFIED.

ADDITIONAL DOCUMENTATION TO SUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER, ARCHITECT, AND ENGINEER. CONTRACTOR SHALL SUBMIT AS DIRECTED.

C. CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED CSI SUBSTITUTION FORM INCLUDE THE COMPARISON FOR FOLLOWING:

1. ELECTRICAL RATING, FINISHES, PERFORMANCE DATA,

2. SPARE PARTS

3. COSTS AND SCHEDULE
D. A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION REQUEST FORM ASSURING THAT:

1. HE HAS VERIFIED DIMENSIONS WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER TRADES. SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS.

2. HE SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING RE-DESIGN, RE-ENGINEERING AND REVIEW OF SUBSTITUTION. ONLY ONE (1) ENGINEERING REVIEW TIME IS ALLOWED FOR EACH PRODUCT SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR

ADDITIONAL REVIEW TIME AND SHALL PAY ARCHITECT AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE.

3. HE HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER TRADES, THE CONSTRUCTION COST & SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS.

4. HE HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE PROPOSED SUBSTITUTION.

E. COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF THE SUBSTITUTION IS PERMITTED.

F. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER. THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS.

1.10 COORDINATION
A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN

AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS. ELECTRICAL CONTRACTOR TO REVIEW THE SUBMITTALS OF EQUIPMENT PROVIDED BY

OTHER TRADES AND CONFIRM ITS WIRING REQUIREMENT WITH WHAT IS SHOWN IN THE ELECTRICAL DRAWINGS. INFORM CONTRACTORS OF OTHER TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICEABILITY AND CODE COMPLIANCE.

B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL

COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE.

1.11 CUTTING AND PATCHING
A. ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN.

COORDINATION WITH GENERAL CONTRACTOR AND OTHER TRADES IS IMPERATIVE. CONTRACTOR

SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES, SUPPORTS, ETC.

B. CONTRACTOR IS RESPONSIBLE FOR CONCRETE/ASPHALT SAW-CUTTING, REMOVAL AND DISPOSAL.

PROVIDE PATCHING TO MATCH REQUIRED FINISH GRADE.

C. PROVIDE ROOF PENETRATION AND ROOF PATCHING. ALL PENETRATIONS IN EXTERIOR WALL AND

BASEMENT FLOOR/WALL SHALL BE PROVIDED WITH AN APPROVED WATERPROOFING SYSTEM/ASSEMBLY.

D. FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS AND RATED FLOOR/CEILING ASSEMBLIES

1.12 ACCEPTANCE AND DEMONSTRATION
A. UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR

SHALL DEMONSTRATE FOR THE OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION.

B. PROPERLY SET LIGHTING CONTROL PANELS, AUTOMATIC TIME SWITCHES, ETC. TO PERFORM

SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S

REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE CONTROLS AND/OR TEST TIME SWITCHES PROGRAMMING.

1.13 RECORD DRAWINGS AND EQUIPMENT DATA
A. MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH "AS-BUILT" INFORMATION AS FEEDER AND SERVICE ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION. DELIVER COMPLETED "RED LINE AS-BUILTS" DRAWINGS TO THE OWNER.

B. SUBMIT TO THE OWNER'S REPRESENTATIVE A SET OF "AS BUILT" DRAWINGS IN VELLUM AND CAD FILE.

AS BUILT COMMENTS SHALL BE WRITTEN IN A LEGIBLE MANNER IN THE SAME STYLE AS THE CONTRACT DOCUMENTS. ALSO SUBMIT THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS'

PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA:

1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS LIST.

2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS.

3. USER'S MANUAL AND OPERATING INSTRUCTIONS.

4. MANUFACTURER'S WARRANTY.

1.14 CLEAN-UP
A. RID THE PREMISES OF SCRAP MATERIALS, TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION.

1.15 GUARANTEE
A. GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A

PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHARGE.

1.16 TEMPORARY SERVICES
A. PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AND FINISHING OF THE PREMISES. IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS, PROVIDE AT LEAST THESE ITEMS:

1. THREE (3) 20-AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS. PROVIDE GFI TEMPORARY CIRCUITS WITH COVERPLATES TO MEET OSHA REQUIREMENTS.

2. THREE OR MORE LIGHT STRINGS SUSPENDED APPROXIMATELY ONE FOOT BELOW THE HEIGHT OF FINISH CEILING WITH LAMPS SPACED NOT MORE THAN TWELVE FEET ON CENTERS. STRINGS SHALL

BE RUN THE LENGTH OF THE STORE SPACE PARALLEL TO THE DEMISING WALLS, WITH ONE STRING

WITHIN EIGHT FEET OF EACH WALL AND ONE (OR MORE) INTERMEDIATE STRING(S) ARRANGED TO LIMIT THE SPACING BETWEEN ROWS TO SIXTEEN FEET OR LESS.

3. FLOOD LIGHTING AND TASK LIGHTING FOR PAINTING AND OTHER FINISH WORK.

4. TEMPORARY POWER REQUIRED FOR TESTING OF BUILDING EQUIPMENT (ELEVATOR, ETC.) B. WHERE SCOPE INCLUDES THE REMOVAL OF EXTERIOR LIGHTING, CONTRACTOR SHALL PROVIDE

TEMPORARY EXTERIOR LIGHTING UNTIL THE NEW EXTERIOR LIGHTING HAS BEEN ACCEPTED BY THE OWNER. TEMPORARY EXTERIOR LIGHTING SHALL COMPLY WITH IESNA STANDARDS FOR SECURITY LIGHTING.

C. WHERE SCOPE INCLUDES THE DISABLING OF A FIRE ALARM SYSTEM, CONTRACTOR SHALL PROVIDE A FIRE WATCH. FIRE WATCH SHALL COMPLY WITH NFPA AND LOCAL FIRE MARSHAL REQUIREMENTS.

D. WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE, DISCONNECT AND REMOVE FROM THE PREMISES THE MATERIALS AND EQUIPMENT USED FOR TEMPORARY POWER AND LIGHTING. RESTORE

MODIFICATIONS AND REPAIR DAMAGE CAUSED BY THE INSTALLATION, USE OR REMOVAL OF TEMPORARY SERVICE PROVISIONS.

PART 2: PRODUCTS

2.01 MATERIAL APPROVAL
A. ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITER'S LABORATORIES LABEL. MATERIALS THAT

ARE NOT COVERED BY UL TESTING STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION.

ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED AS PER THEIR LISTINGS.

B. FOR LEED QUALIFIED BUILDINGS, PRODUCTS SHALL BE MANUFACTURED WITHIN 100 MILES OF PROJECT SITE.

2.02 BASIC ELECTRICAL MATERIALS
A. CONDUITS AND RACEWAYS

1. RIGID STEEL: HOT-DIPPED GALVANIZED.

2. INTERMEDIATE METAL CONDUIT (IMC): HOT-DIPPED GALVANIZED.

3. ELECTRICAL METALLIC TUBING (EMT): ELECTRO-GALVANIZED.

4. RIGID NON METALLIC CONDUIT (PVC SCHEDULE 40)

5. WIREWAY: CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH.

6. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS.

B. WIRES AND CABLES

1. FOR POWER AND LIGHTING SYSTEM 600V OR LESS:

A.) FOR WIRE SIZES #8 AND SMALLER: USE INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C, 600V, FOR BUILDING WIRING OR FIXTURES. FOR WIRE SIZE #6 AND LARGER: USE T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33+ OR PLYMOUTH "SLIPKNOT GREY" TAPE INSULATION.

B.)CONDUCTOR: MINIMUM SIZE #12 AWG.
i. #12 AND #10 AWG SOLID OR STRANDED COPPER
ii. #8 AWG AND LARGER SHALL BE STRANDED COPPER.

C.)INSULATION TYPE:
i. #12 TO #1 AWG: THWN FOR WET OR UNDERGROUND AND THHN FOR DRY LOCATIONS. ii. #1/0 THROUGH #4/0 AWG: XHHW (55 MILS).
iii. #250 MCM AND LARGER: XHHW (65 MILS).
iv. GROUNDING WIRE: TW.
v.) METAL CLAD (MC) CABLES: CONDUCTORS SHALL BE MADE FROM CLASS B COPPER. SIZES 14 AWG, 12 AWG,, AND 10 AWG MAY BE EITHER SOLID OR STRANDED. 8 AWG AND LARGER SHALL BE STRANDED. THE CONDUCTORS SHALL BE CONSTRUCTED WITH THHN/THWN-2 INSULATION RATED FOR 90 DEGREES, C, DRY OR WET AT 600 VOLTS MAX. A COPPER GROUNDING CONDUCTOR SHALL BE CABLED WITH THE PHASE CONDUCTORS. THE GROUND CONDUCTOR SHALL HAVE GREEN INSULATION. ARMOR SHALL BE INTERLOCKED ALUMINUM, HELICALLY FORMED AROUND THE CONDUCTOR ASSEMBLY AND 45% LIGHTER THAN STEEL MC CABLE. WHERE MC CABLE IS USED IN

PATIENT CARE SPACES, THE METALLIC ARMOR SHALL ITSELF QUALIFY AND BE LISTED AS AN EQUIPMENT GROUNDING CONDUCTOR, IN ACCORDANCE WITH CEC 250.118.

2. FOR SIGNAL AND COMMUNICATIONS CIRCUIT:

A.)SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS.

B.)CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM,

WITH THWN INSULATION FOR UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS.

3. ACCEPTABLE PRODUCTS: GENERAL ELECTRIC, ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS.

C. OUTLET BOXES, JUNCTION AND PULLBOXES

1. OUTLET BOXES: 4" SQUARE X 1-1/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO-TYPE WITH

PLASTER RING AND COVER FOR GENERAL INTERIOR USE AND CAST METAL TYPE FS OR FD WITH

MATCHING SCREW COVERS FOR EXTERIOR AND EXPOSED INTERIOR LOCATIONS (GASKETED IN DAMP OR WET LOCATIONS).

2. JUNCTION BOXES (FLOOR BOX NOT INCLUDED) SHALL BE SAME AS OUTLET BOXES UP TO 42 CU. IN.

AND CODE-GAUGE STEEL IN LARGER SIZES WITH SURFACE OR FLUSH-TYPE SCREW-MOUNTED TRIMCOVERS, BOTH BOXES AND COVERS INHIBITOR-PRIMED AND PAINTED INSIDE OUT.

3. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS.

4. TELEPHONE OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED BY THE SERVING TELEPHONE COMPANY BUT NOT SMALLER THAN 4-11/16" SQUARE X 2-1/8" DEEP WITH SINGLE-GANG RING AND SIERRA #S-754N SPLIT PLATE BUSHING.

5. UNDERGROUND AND SITE JUNCTION BOXES, HANDHOLES, AND MANHOLES A.)SHALL BE MADE UP OF PRECAST CONCRETE WITH TRAFFIC RATED STEEL COVERS. EXTENSIONS SHALL BE PROVIDED AS NECESSARY TO MEET REQUIRED COVERAGE FOR DUCT BANKS.

B.)PROVIDE 10" X 17' (MIN) FOR PULLBOXES, 36" X 60" (MIN) FOR HANDHOLES, AND 6'X8'X6' (MIN) MANHOLES.

D. WIRING DEVICES AND PLATES

1. WIRING DEVICES AND PLATES SHALL BE LISTED FOR SPECIFIC USE.

2. ALL POWER RECEPTACLES AND SWITCHES FOR GENERAL PURPOSE CIRCUITS SHALL BE NEMA SPECIFICATION GRADE, RATED AS FOLLOWS:

A.)GENERAL PURPOSE RECEPTACLES: NEMA 5-15R OR 5-20R
B.)LAB BENCH RECEPTACLES: NEMA 5-20R
C.)DEDICATED RECEPTACLES: NEMA 5-20R

3. SWITCHES: TWENTY (20) AMPERE.

A.)IN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, ILLUMINATED LIGHT SWITCHES SHALL BE PROVIDED.

4. ALL GENERAL PURPOSE 20A, 120/250 V RECEPTACLES AND 120/277 V SWITCHES SHALL CONFORM TO NEMA WD-1 SPECIFICATIONS.

5. RECEPTACLES SHALL BE GFCI PROTECTED AND/OR AFCI PROTECTED AND/OR TAMPER RESISTANT AND/OR WEATHER RESISTANT AS REQUIRED PER CEC. EVEN IF NOT SPECIFICALLY CALLED FOR IN THIS DRAWING. PROVIDE WP COVER AS REQUIRED PER CEC.

6. UNLESS OTHERWISE INDICATED, WIRING DEVICES AND COVER PLATES SHALL BE FURNISHED AND INSTALLED IN COLOR AS DIRECTED BY THE ARCHITECT OR OWNER.

A.)OUTLETS SERVED FROM AN EMERGENCY POWER SYSTEM SHALL BE RED.

B.)OUTLETS SERVED FROM THE NORMAL POWER SYSTEM SHALL BE CONFIRMED WITH ARCHITECT.

C.)OUTLETS SERVED FROM AN ISOLATED GROUND SHALL BE ORANGE WITH ISOLATED GROUND (TRIANGULAR) MARKING.

E. CONDUIT HANGERS

1. FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE, USE ROD HANGERS MANUFACTURED BY CADDY, UNISTRUT OR POWERSTRUT. FOR MULTIPLE CONDUIT RUNS, USE

UNISTRUT OR POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM DEFLECTION NOT GREATER THAN 1/8".

2.03 PANELBOARDS
A. UNLESS OTHERWISE NOTED ACCEPTABLE MANUFACTURERS ARE EATON CUTLER HAMMER, SQUARE D, SIEMENS, GENERAL ELECTRIC, OR APPROVED EQUAL. ELECTRICAL EQUIPMENT ARE BASED ON THE FOLLOWING:

1. LIGHTING AND APPLIANCE PANELBOARDS - SQUARE D NF AND NQOD OR EQUAL

2. POWER PANELBOARDS - SQUARE D, I LINE OR EQUAL
A.)CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF COLD-ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20". FINISH EXPOSED PART WITH ONE COAT OF PRIMER AND ONE COAT OF LIGHT GREY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IF DESIRED.

B.)BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED NEUTRAL BUS. FUTURE BREAKER SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AND CONNECTING HARDWARE. BUS MATERIAL SHALL BE COPPER OR ALUMINUM FOR INDOOR TYPE AND COPPER FOR OUTDOOR TYPE PANELBOARD.

C.)CIRCUIT BREAKERS: SHALL BE QUICK-MAKE, QUICK-BREAK, MOLDED CASE TYPE:
i. SHALL BE SQUARE D TYPE "QOB" LINE, BOLT-ON TYPE, WITH MINIMUM SYMMETRICAL INTERRUPTING CAPACITY AS SHOWN.
ii. PROVIDE MULTI-POLE UNITS WITH COMMON TRIP ELEMENT.

B. IDENTIFICATION: PROVIDE SCREWED-ON (NO ADHESIVES) BAKELITE OR PHOTO-ETCHED METALLIC

NAMEPLATE IDENTIFICATION ON OUTSIDE OF EACH PANEL SHOWING PANEL DESIGNATION, VOLTAGE, PHASE, PANEL SOURCE AND MAIN FEEDER BREAKER SIZE ( EXAMPLE: "PANEL LA1, 200A, 208Y/120V, 3PH, 4W, FED FROM 200A CB IN PANEL LA") IN MINIMUM 1/8" HIGH LETTERS. EACH PANEL SHALL CONTAIN A METAL-FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR.

C. COMPLETE SHOP DRAWINGS ARE REQUIRED. DIMENSIONS SHALL MATCH FLOOR PLANS AND ELEVATIONS.

2.04 LOAD CENTERS (FOR RESIDENTIAL ONLY OR IF ALLOWED BY THE ENGINEER OF RECORD) A. LOAD CENTERS TO BE FURNISHED AND INSTALLED AT LOCATIONS AS SHOWN ON THE DRAWINGS. LOAD CENTERS SHALL BE OF THE TYPE APPROVED, INDICATED, AND SPECIFIED HEREIN.

B. ENCLOSURE SHALL BE FABRICATED OF COLD ROLLED STEEL FOR NEMA 1 AND GALVANNEALED STEEL OR EQUIVALENT RUST-RESISTANT STEEL FOR NEMA 3R. INDOOR TYPE L ENCLOSURES SHALL HAVE A FLUSH FRONT, WITH FINISH TO BE AS SELECTED BY ARCHITECT. WHEN USED, OUTDOOR TYPE 3R ENCLOSURES SHALL HAVE A HASP TO SECURE THE COVER. A DIRECTORY LABEL SHALL BE PROVIDED

WITH CIRCUITS IDENTIFIED AS INDICATED ON THE SCHEDULE
C. BUS BAR CONNECTIONS TO THE BRANCH CIRCUIT BREAKERS SHALL BE THE DISTRIBUTED PHASE TYPE AND SHALL ACCEPT PLUG-ON CIRCUIT BREAKERS. 300-400 A LOAD CENTERS SHALL ACCEPT A 150 A MAXIMUM BOLT-ON BREAKER IN ADDITION TO PLUG-ON TYPES. C. SHORT CIRCUIT CURRENT RATINGS AMPERE RMS SYMMETRICAL SHORT CIRCUIT RATINGS SHALL BE COORDINATED WITH PG&E.

D. CIRCUIT BREAKERS SHALL BE SQUARE D TYPE QO (PLUG-ON) THERMAL MAGNETIC TRIP OR APPROVED

EQUAL, WITH AN INTEGRAL CROSSBAR TO ENSURE SIMULTANEOUS OPENING OF ALL POLES IN MULTI-POLE CIRCUIT BREAKERS. CIRCUIT BREAKERS SHALL HAVE AN OVERCENTER, TRIPFREE,

TOGGLE-TYPE OPERATING MECHANISM WITH QUICK-MAKE, QUICK-BREAK ACTION AND POSITIVE HANDLE INDICATION. HANDLES SHALL HAVE ON, OFF, AND "TRIPPED" POSITIONS. IN ADDITION, TRIP

INDICATION SHALL INCLUDE A VISI-TRIP INDICATOR APPEARING IN THE WINDOW OF THE CIRCUIT BREAKER CASE (THROUGH 125 AMPERES). CIRCUIT BREAKERS SHALL BE UL LISTED IN ACCORDANCE WITH UL STANDARD 489 WITH CURRENT RATINGS AS NOTED ON THE PLANS. INTERRUPTING RATINGS SHALL BE SELECTED TO PROVIDE THE REQUIRED LOAD CENTER SHORT CIRCUIT CURRENT RATING.

E. MANUFACTURERS: PANELBOARDS SHALL BE GENERAL ELECTRIC TYPE "AQ" OR TYPE "AE" OR EQUIVALENT PRODUCTS OF EATON, SQUARE-D OR SIEMENS-ITE.

2.05 SERVICE ENTRANCE EQUIPMENT
A. SERVICE ENTRANCE EQUIPMENT ARE SUBJECT TO THE REQUIREMENTS OF THE UTILITY COMPANIES PROVIDING SERVICES TO PROJECT SITE. EQUIPMENT SHOWN ON THE CONSTRUCTION DOCUMENTS IS A GENERAL GUIDELINE AND SHALL BE ADJUSTED TO MEET SPECIFIC UTILITIES REQUIREMENTS.

CONTRACTOR TO PROVIDE METERING EQUIPMENT SUBMITTALS FOR UTILITY COMPANY REVIEW AND APPROVAL PRIOR TO ORDERING OF EQUIPMENT.

B. ENCLOSURES, PULL SECTIONS, AND TERMINATIONS SHALL BE TOTALLY ENCLOSED, DEAD FRONT, FREE-STANDING, FRONT AND REAR ALIGNED. ACCESSIBILITY SHALL BE FROM THE FRONT. THE EQUIPMENT SHALL BE NEMA TYPE 1 OR NEMA TYPE 3R NON-WALK-IN RAINPROOF. THE FRAMEWORK

SHALL BE STEEL, SECURED TOGETHER TO SUPPORT ALL COVER PLATES, BUSSING, AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION. ALL COVERS SHALL HAVE UTILITY SEALING PROVISIONS WHERE REQUIRED BY THE UTILITY.

C. THE ENTIRE SERVICE ENTRANCE EQUIPMENT SHALL BE SUITABLE FOR OPERATION AT THE SPECIFIED AVAILABLE FAULT CURRENT. THE EQUIPMENT SHALL BE LABELED TO INDICATE THE MAXIMUM

AVAILABLE FAULT CURRENT RATING, TAKING INTO ACCOUNT THE STRUCTURE, BUSSING, MAIN DISCONNECTS, AND TENANT MAIN DISCONNECTS.

D. THE METERING EQUIPMENT THROUGH BUS SHALL BE TIN-PLATED ALUMINUM. THE BUSSING SHALL BE OF SUFFICIENT CROSS-SECTIONAL AREA TO MEET UL STANDARD 891 FOR TEMPERATURE RISE. THE THROUGH BUS SHALL EXTEND THE FULL LENGTH OF THE EQUIPMENT AND BE 100% RATED THROUGHOUT THE LINE-UP. TAPERED BUS IS NOT ACCEPTABLE. THERE SHALL BE PROVISIONS FOR FUTURE SPLICING OF ADDITIONAL SECTIONS FROM EITHER END. THE NEUTRAL BUS SHALL ALSO BE 100% RATED. THE GROUND BUS SHALL BE SIZED PER UL STANDARD 891, AND OF THE SAME MATERIAL AS THE THROUGH BUS. BUS CONNECTIONS SHALL BE BOLTED WITH GRADE 5 BOLTS AND CONICAL SPRING WASHERS.

E. UTILITY COMPARTMENTS SHALL BE ARRANGED IN HOT SEQUENCE. THE METERING COMPARTMENTS SHALL BE BARRIERED AND COVERS SHALL HAVE SEALING PROVISIONS. THE METERING COMPARTMENTS SHALL MEET EUSERC STANDARDS, OR THE APPLICABLE UTILITIES STANDARDS.

F. THE MAIN DISCONNECT SHALL BE CIRCUIT BREAKER. EQUIPMENT GROUND FAULT SHALL BE PROVIDED

WHEN REQUIRED PER THE CALIFORNIA ELECTRICAL CODE (CEC), OR WHEN REQUESTED BY THE CUSTOMER.

G. METER SOCKETS SHALL BE RING TYPE METER SOCKETS SHALL BE RATED AS NOTED IN THE DRAWINGS. THE METER SOCKET SHALL HAVE PROVISIONS FOR A EUSERC APPROVED TEST BLOCK.

THE METER SOCKET SHALL PLUG ON TO A VERTICAL BUS ASSEMBLY ON THE LINE SIDE AND BE CABLED FROM THE LOAD SIDE OF THE METER SOCKET TO THE LINE SIDE OF THE TENANT MAIN DISCONNECT.

H. BRANCH DEVICES - CIRCUIT BREAKERS SHALL BE COMMON TRIP FOR SIMULTANEOUS OPENING OF ALL POLES. BREAKERS SHALL HAVE AN OVER-CENTER, TRIP-FREE, TOGGLE-TYPE OPERATING MECHANISM WITH QUICK-MAKE, QUICK-BREAK ACTION AND POSITIVE HANDLE INDICATION. CIRCUIT BREAKERS SHALL BE UL LISTED IN ACCORDANCE WITH UL STANDARD 489 AND SHALL BE RATED FOR THE MAXIMUM VOLTAGE SPECIFIED AND WITH CONTINUOUS CURRENT RATINGS AS NOTED ON THE PLANS. THE CIRCUIT BREAKERS SHALL BE CURRENT LIMITING.

I. COMMERCIAL MULTI-METERING SHALL BE TOTALLY ENCLOSED, DEAD FRONT, FREE-STANDING, FRONT AND REAR ALIGNED. ACCESSIBILITY SHALL BE FROM THE FRONT. THE EQUIPMENT SHALL BE NEMA TYPE 1 OR NEMA TYPE 3R NON-WALK-IN RAINPROOF. THE FRAMEWORK SHALL BE STEEL, SECURED

TOGETHER TO SUPPORT ALL COVER PLATES, BUSSING, AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION. ALL COVERS SHALL HAVE UTILITY SEALING PROVISIONS WHERE REQUIRED BY THE UTILITY.

2.06 CIRCUIT BREAKERS:

A. CIRCUIT BREAKERS NTENDED FOR USE WITH AIR CONDITIONING, HEATING, AND REFRIGERATION

EQUIPMENT HAVING MOTOR GROUP COMBINATIONS AND MARKED AS SUCH SHALL HAVE THE HACR MARKING. CIRCUIT BREAKERS INTENDED TO SWITCH LIGHTING ON A REGULAR BASIS SHALL BE LISTED AND MARKED WITH "SWD" TO INDICATE ITS SUITABILITY.

B. 480V CIRCUIT BREAKERS RATED AT 1000A AND ABOVE SHALL BE EQUIPPED WITH GROUND FAULT PROTECTION. THIRD PARTY GFI TESTING OF GFI CIRCUIT BREAKERS SHALL BE PROVIDED.

C. FOR CIRCUIT BREAKERS RATED 1200A AND ABOVE, COMPLY WITH CEC 240.87

2.07 INDIVIDUALLY MOUNTED MOTOR CONTROLLERS
A. FOR POLYPHASE MOTORS: MAGNETIC STARTER OR COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER, WITH 3-LEG OVERLOAD PROTECTION. PROVIDE TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OPEN-CLOSE TYPE. PROVIDE HAND-OFF-AUTOMATIC SELECTOR SWITCH, MOTOR RUNNING PILOT LIGHT AND RESET BUTTON IN COVER. CIRCUITS 300V AND OVER SHALL BE PROVIDED WITH 120V CONTROL TRANSFORMERS.

B. STARTERS FOR FRACTIONAL HORSEPOWER 120V MOTORS SHALL BE MANUAL TYPE UNLESS SHOWN OTHERWISE, EQUIPPED WITH BUILT-IN OVERLOAD PROTECTION.

C. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SIEMENS, SQUARE D, EATON, AND ALLEN BRADLEY.

2.08 DISCONNECT SWITCHES
A. SAFETY SWITCHES: HEAVY DUTY TYPE, 480 OR 240V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON-FUSED AS REQUIRED.

B. PROVIDE FUSE AS SHOWN IN CONSTRUCTION DOCUMENTS. MOUNT IN ENCLOSURE WITH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION.

C. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SQUARE D OR EATON

2.09 LOW VOLTAGE DRY TYPE TRANSFORMERS
A. TRANSFORMER SHALL BE ENERGY EFFICIENT TYPE COMPLYING TO DOE 2016 EFFICIENCY STANDARD, NEMA AND ANSI C89.2 STANDARDS.

B. ELECTRICAL RATINGS: (UNLESS OTHERWISE INDICATED)

1. PRIMARY WINDINGS VOLTAGE: 480 VOLTS, 3 PHASE, DELTA
SECONDARY WINDINGS VOLTAGE: 208Y/120 VOLTS, 3 PHASE GROUNDED FREQUENCY: 60 HZ
KVA RATING: AS SHOWN ON DRAWINGS
TAPS: SIX (6) 2.5% FULL CAPACITY TAPS, 2 ABOVE AND 4 BELOW RATED VOLTAGE.

IMPEDANCE: FOR TRANSFORMERS LARGER THAN 75 KVA, 4.5% MINIMUM AND 5.75% MAXIMUM.

2. WINDING TEMPERATURE RISE: 150 DEGREES CENTIGRADE.

3. INSULATION: CLASS 220

4. TRANSFORMER SHALL BE CAPABLE OF OPERATING AT 100% OF NAMEPLATE RATING CONTINUOUSLY WHILE IN AN AMBIENT TEMPERATURE NOT EXCEEDING 40 DEGREES CENTIGRADE.

5. TRANSFORMER SHALL MEET THE DAILY OVERLOAD REQUIREMENTS OF ANSI STANDARD C57.96.

C. VIBRATION ISOLATION, FACTORY INSTALLED:

PROVIDE NEOPRENE RUBBER PADS TO ISOLATE CORE AND COIL ASSEMBLY FROM TRANSFORMER ENCLOSURE.

PART 3: EXECUTION

3.01 GENERAL
A. ELECTRICAL SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND

SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS.

B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER CONFLICTS WITH OWNER BEFORE SUBMITTING BID.

C. ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL. CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE COMPLETELY INDICATED. TERMINATE HOMERUNS OF SIGNAL, ALARM, AND COMMUNICATION SYSTEMS IN A SIMILAR MANNER.

D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIOR APPROVAL OF OWNER AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED.

E. FURNISH AND INSTALL ALL NECESSARY HARDWARE, HANGERS, BLOCKING, BRACKETS, BRACING, RUNNERS, ETC. REQUIRED FOR EQUIPMENT SPECIFIED UNDER THIS SECTION. INSTALLATION SHALL MEET SEISMIC 4 REQUIREMENTS.

F. ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH REQUIRED SEISMIC SUPPORT WIRES.

G. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES.

H. ELECTRICAL INSTALLATION IN PUBLIC LOCATIONS SHALL BE ACCESSIBLE AND INSTALLATION SHALL COMPLY WITH AMERICAN DISABILITIES ACT (ADA) REQUIREMENTS. ELECTRICAL INSTALLATION SHALL COMPLY WITH APPLICABLE CODES AS LISTED IN CONSTRUCTION DOCUMENTS.

3.02 WIRING METHODS
A. INSTALL ALL WIRING IN RACEWAY, OR USE MC CABLE WHERE APPROVED BY ALL APPLICABLE CODES AND REGULATIONS AND ONLY IF IT MEETS OWNERS/BUILDING STANDARDS AND GUIDELINES. SEE FLOOR PLAN NOTES. CONDUIT SHALL BE RIGID STEEL, IMC OR EMT AS FOLLOWS:

1. ABOVE GROUND: USE RIGID STEEL, IMC OR EMT.

2. WET LOCATIONS: RIGID STEEL OR IMC ONLY.

3. LOCATIONS SUBJECT TO MECHANICAL INJURY: RIGID STEEL OR IMC ONLY.

4. DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY: EMT, IMC OR RIGID STEEL CONDUIT.

5. UNDERGROUND: USE RIGID STEEL AT LAST TRANSITION TO ABOVE GROUND.

C. USE FLEXIBLE CONDUITS OR MC CABLE IN THE FOLLOWING APPLICATIONS:

1. FINAL CONNECTIONS TO MOTOR.

2. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER.

3. FINAL CONNECTIONS TO VIBRATING EQUIPMENT.

4. INTER-CONNECTIONS BETWEEN ALL LIGHT FIXTURES (NOT TO INCLUDE HOMERUN FROM FIXTURE OR DEVICE TO PANELBOARD, WHICH MUST BE RIGID).

5. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL.

6. IN WALLS (FOR LIGHT SWITCHES AND 120V POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT).

D. FLEXIBLE METALLIC CONDUIT OR MC CABLE MUST BE THE SAME SIZE AS THE RIGID CONDUIT TO WHICH IT IS CONNECTED.

E. THE CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. LIQUIDTIGHT OR SEALTIGHT.

F. MINIMUM SIZE OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES IF APPROVED BY ALL APPLICABLE CODES. MINIMUM SIZE FOR ALL OTHER LOCATIONS SHALL BE 3/4". IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A 3/4" MINIMUM, UNLESS OTHERWISE NOTED ON DRAWINGS. ALL IN/UNDER FLOOR CONDUITS SHALL BE 3/4" MINIMUM SIZE.

G. USE OF RIGID NON METALLIC CONDUIT IS LIMITED TO OUTDOOR, UNDERGROUND UP TO THE LAST PULLBOX PRIOR TO ENTERING OR TRANSITIONING TO ABOVE GROUND. TRANSITION SHALL BE TAPED WRAPPED RIGID STEEL CONDUIT.

H. IN PATIENT CARE SPACES, WIRING SHALL HAVE REDUNDANT GROUNDING METHOD, IN ACCORDANCE WITH NEC 517.13(A) AND (B). WHERE METAL CLAD (MC) CABLE IS USED, THE

METALLIC ARMOR SHALL ITSELF QUALIFY AND BE LISTED AS AN EQUIPMENT GROUNDING CONDUCTOR.

3.03 INSTALLATION OF CONDUITS
A. GENERAL:

1. RUN ALL CONDUITS CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. RUN ALL CONDUIT PARALLEL TO OR AT RIGHT ANGLES TO CENTER LINES OF COLUMNS AND BEAMS. CONDUITS ABOVE

CEILINGS SHALL NOT OBSTRUCT REMOVAL OF CEILING TILES, LIGHTING FIXTURES, AIR DIFFUSERS, ETC. CONDUITS SHALL NOT CROSS ANY DUCT SHAFT OR AREA DESIGNATED AS FUTURE DUCT SHAFT HORIZONTALLY. CONDUIT RISERS WHEN ALLOWED IN DUCT SHAFT MUST BE COORDINATED WITH MECHANICAL WORK TO AVOID ANY CONFLICT. CONDUITS SHALL MAINTAIN 5 FEET CLEARANCE IN FRONT OF HVAC SUPPLY AND RETURN OPENINGS. GENERAL USE OF CONDUIT:
a.) RIGID - INSTALL IN TRAFFIC AREA, EXPOSED, FROM FINISHED FLOOR TO 8 FEET b.) EMT - ABOVE EIGHT FEET OF FINISHED FLOOR, CONCEALED c.) PVC - UNDERGROUND, NOT ALLOWED IN MEDICAL INSTALLATION B. CONDUIT SUPPORTS:

1. SUPPORT CONDUITS WITH UNDERWRITER'S LABORATORIES LISTED STEEL CONDUIT SUPPORTS AT INTERVALS REQUIRED BY THE NATIONAL ELECTRIC CODE. WIRES OR SHEET METAL STRIPS ARE NOT ACCEPTABLE FOR CONDUIT SUPPORT. USE CONDUIT HANGERS FOR ALL CONDUITS NOT DIRECTLY FASTENED TO STRUCTURE AND FOR ALL MULTIPLE CONDUIT RUNS. DO NOT ATTACH ANY CONDUIT TO MECHANICAL DUCTS OR PIPES.

2. INDIVIDUAL CONDUITS 1/2" AND 3/4" SIZE FOR LIGHTING MAY BE SUPPORTED FROM CEILING SUPPORT WIRES WITH CADDY CLIPS ONLY IF ACCEPTABLE TO LOCAL CODE. ONLY ONE CONDUIT IS PERMITTED TO BE ATTACHED TO ANY CEILING SUPPORT WIRE. HANG SUCH CONDUIT SO AS NOT TO AFFECT LEVEL OF CEILING.

3. AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT IS NECESSARY TO SUPPORT CONDUIT FROM

FAN PLENUM, PROVIDE A LENGTH OF FLEXIBLE CONDUIT BETWEEN PORTION ATTACHED FAN PLENUM

AND PORTION ATTACHED TO THE BUILDING TO MINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURE.

C. CONDUIT PENETRATION:

1. PENETRATING FIRE RATED FLOOR OR WALL: INSTALL CONDUIT IN CONDUIT SLEEVE OR FRAMED OPENING. SEAL PENETRATION WITH FIRE RETARDANT SEALANT TO MATCH CONSTRUCTION FIRE RATING.

2. PENETRATING ROOF OR EXTERIOR WALL: AVOID PENETRATING ROOF OR EXTERIOR WALL WHERE POSSIBLE. WHERE PENETRATIONS ARE NECESSARY, BUILDING WEATHERPROOF INTEGRITY MUST BE PRESERVED.

3. PENETRATING SOUND INSULATED OR AIR PLENUM WALL: INSTALL CONDUIT IN CONDUIT SLEEVE AND SEAL PENETRATION AS DETAILED ON THE DRAWINGS.

4. PENETRATING NON-FIRE RATED DRY WALL: CONDUIT SLEEVES ARE NOT REQUIRED. PENETRATIONS MUST BE SEALED WITH PLASTER PRIOR TO PAINTING. PENETRATIONS MADE AFTER WALL FINISH IS

APPLIED MUST BE AS SMALL AS POSSIBLE AND PROVIDED WITH ESCUTCHEONS, ONE ON EACH SIDE OF WALL.

5. PENETRATING SUSPENDED CEILING: CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION. PROVIDE ESCUTCHEON FOR EACH CONDUIT BELOW CEILING.

3.04 CONNECTIONS TO EQUIPMENT
A. GENERAL

1. FURNISH AND INSTALL REQUIRED POWER SUPPLY CONDUIT AND WIRING TO ALL EQUIPMENT IDENTIFIED IN THE CONSTRUCTION DOCUMENTS.

2. PROVIDE PIGTAIL ADAPTOR FOR WIRE TERMINATION EXCEEDING LUG SIZES.

3. FURNISH AND INSTALL A DISCONNECT SWITCH IMMEDIATELY AHEAD OF AND ADJACENT TO EACH

MAGNETIC MOTOR STARTER OR APPLIANCE UNLESS THE MOTOR APPLIANCE IS LOCATED ADJACENT AND WITHIN SIGHT OF THE SERVING PANELBOARD, CIRCUIT BREAKER OR SWITCH. VERIFY ALL EQUIPMENT NAMEPLATE CURRENT RATINGS PRIOR TO INSTALLATION.

4. INSTALL ALL ROUGH-IN WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC REQUIREMENTS OF THE EQUIPMENT.

5. FURNISH AND INSTALL MANUAL THERMAL PROTECTION FOR ALL MOTORS NOT INTEGRALLY EQUIPPED WITH THERMAL PROTECTION.

6. FURNISH CONTROL POWER TO EACH CONTROL PANEL AND TIME SWITCH REQUIRING A SOURCE OF POWER TO OPERATE.

3.05 INSTALLATION OF WIRES
A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE THE WIRE HAS BEEN COMPLETED.

B. INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL. SPLICES IN CABLES WHEN REQUIRED SHALL BE MADE IN HANDHOLES, PULL BOXES OR JUNCTION BOXES. MAKE BRANCH CIRCUIT SPLICES IN OUTLET BOXES WITH 8" OF CORRECTLY COLOR-CODED TAILS LEFT IN THE BOX.

C. SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE.

D. MAKE ALL GROUND, NEUTRAL AND LINE CONNECTIONS TO RECEPTACLE AND WIRING DEVICE TERMINALS AS RECOMMENDED BY MANUFACTURER. PROVIDE GROUND JUMPER FROM OUTLET BOX TO

GROUND TERMINAL OF DEVICES WHEN THE DEVICE IS NOT APPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS.

E. 120V AND 277V BRANCH CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRAL.

F. PROVIDE BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR.

3.06 WIRE COLOR CODE:

A. COLOR CODING SHALL BE CONTINUOUS FOR WIRE #12 THROUGH #6 AWG. PHASE CONDUCTORS #4 AND

LARGER AND CONDUCTORS OF ANY SIZE IN CABLE ASSEMBLIES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS. COLOR CODE WIRES AS FOLLOWS:

1. VOLTAGE 120/208V (277/480V)
A.)PHASE A BLACK (BROWN)
B.)PHASE B RED (PURPLE, OR MATCH

BUILDING STANDARD)
C.)PHASE C BLUE (YELLOW)
D.)NEUTRAL WHITE (GRAY, GREY)
E.)GROUND GREEN (GREEN)
F.)ISOLATED GROUND GREEN WITH (GREEN WITH

ORANGE STRIPE ORANGE STRIPE)

3.07 IDENTIFICATION
A. PROVIDE NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT AND ALL SIMILAR EQUIPMENT AND DEVICES.

NAMEPLATES SHALL BE SCREWED (NO ADHESIVES) ENGRAVED BAKELITE OR PHOTO-ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATION, VOLTAGE AND PHASE IN MINIMUM 1/4" HIGH LETTERS.

B. PROVIDE "DYMO" LABELS ON ALL LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND CIRCUIT NUMBER TO WHICH THE DEVICE IS CONNECTED.

C. EACH PANELBOARD SHALL CONTAIN A METAL-FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. CONDUCTOR COLOR IDENTIFICATION USED SHALL BE PERMANENTLY POSTED AT EACH PANELBOARD OR SIMILAR DISTRIBUTION EQUIPMENT.

D. PANELBOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE ELECTRONIC UPDATED PANELBOARD SCHEDULES FOR ALL PANELBOARDS. USE EXCEL FORMAT.

3.08 GROUNDING
A. ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH CEC ART 250. (SEE TYPICAL TRANSFORMER GROUNDING DETAIL.) B. GROUND NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT ENCLOSURES, FRAMES,

CONDUCTOR RACEWAYS OR CABLE TRAYS TO PROVIDE A LOW IMPEDANCE PATH FOR LINE-TO-GROUND FAULT CURRENT AND TO BAND ALL NON-CURRENT CARRYING METAL PARTS TOGETHER. PROVIDE GROUND CONDUCTOR IN EACH RACEWAY SYSTEM IN ADDITION TO CONDUCTORS SHOWN. EQUIPMENT

GROUND CONDUCTOR SHALL BE ELECTRICALLY AND MECHANICALLY CONTINUOUS FROM THE ELECTRICAL CIRCUIT SOURCE TO THE EQUIPMENT TO BE GROUNDED. SIZE GROUND CONDUCTORS PER CEC ART 250 UNLESS LARGER CONDUCTORS ARE SHOWN ON DRAWINGS.

C. GROUNDING CONDUCTORS SHALL BE IDENTIFIED WITH GREEN INSULATION. WHERE GREEN INSULATION

IS NOT AVAILABLE ON LARGER SIZES, BLACK INSULATION SHALL BE USED AND SUITABLY IDENTIFIED WITH GREEN TAPE AT EACH JUNCTION BOX OR DEVICE ENCLOSURE.

3.09 REMODELING WORK
A. EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED

DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION. WHERE CONSTRUCTION CHANGES REQUIRE, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. EXTEND CONDUITS AND PULL IN NEW WIRING OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING.

B. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, AND/OR OTHER ELECTRICAL DEVICES

ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE REMOVED, WHERE OUTLETS BOXES, ETC., ARE COMPLETELY REMOVED, THE CONTRACTOR SHALL CUT OFF CONDUITS AND REMOVE WIRING.

C. WHERE CONDUITS EXTENDING THROUGH FLOORS ARE TO BE ABANDONED, THE CONTRACTOR SHALL CUT AND CAP OR PLUG CONDUIT, AND THE CONDUIT SHALL NOT PROTRUDE ABOVE THE FLOOR.

D. WHERE EXISTING CONDUIT IS TO BE ABANDONED, THE CONDUIT SHALL BE REMOVED IF IT IS EXPOSED, IN A CRAWL SPACE OR IN ACCESSIBLE CEILING. WHERE IT IS IMPOSSIBLE TO REMOVE THE CONDUIT, IT SHALL BE CUT OFF AND CAPPED OR PLUGGED.

E. REMOVE ALL EXISTING WIRING NOT TO BE REUSED OR REQUIRED. MAINTAIN CONTINUITY TO CIRCUITS THAT ARE TO REMAIN.

F. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL

EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIRS DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED.

G. FIRESTOP ALL PENETRATIONS.

H. MAINTAIN CIRCUIT CONTINUITY TO AREAS OUTSIDE OF THIS WORK. PROVIDE NEW CONDUIT AND CONDUCTORS AS REQUIRED TO MAINTAIN CONTINUITY AND MAINTAIN AREA AS EXISTING.

3.10 ELECTRICAL ACCEPTANCE TESTING
A. PERFORM PHYSICAL AND VISUAL INSPECTION OF ELECTRICAL INSTALLATION. ENSURE THAT ALL WIRES HAVE BEEN TERMINATED, CONNECTIONS TIGHTENED, AND OPENINGS ARE PROTECTED.

B. PERFORM PHASE ROTATION, CONTINUITY TEST, AND PHASE BALANCE

1. VOLTAGE READINGS SHALL BE TAKEN AT VARIOUS TEST POINTS, OR AT THE DISCRETION OF THE AHJ.

2. VOLTAGE, PHASE, AND AMP READINGS SHALL BE TAKEN ON ALL THREE PHASES UNDER LOAD CONDITIONS.

3. VERIFY THAT MOTORS ARE ROTATING IN THE CORRECT DIRECTION. VERIFY THAT EACH PHASE LOAD IS WITHIN 20% OF EACH OTHER. ADJUST AS NECESSARY.

C. INSULATION TEST

1. PERFORM MEGGER AND RECORD INSULATION RESISTANCE, 1000 VOLT MEGGER FOR ONE MINUTE.

MAKE TESTS WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD.

A.)600V CONDUCTORS SIZE #4/0 AND LARGER
B.)MCC, SWITCHGEAR, SWITCHBOARD, AND PANELBOARD BUSS BARS C.)MOTOR AND TRANSFORMER WINDINGS
D. TESTING SHALL BE PER NEMA ACCEPTANCE STANDARDS.

E. PROVIDE OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY, INCLUDING SHORT-CIRCUIT CALCULATIONS.

F. PROVIDE ARC-FLASH HAZARD WARNING LABEL AND CALCULATIONS AS REQUIRED BY AHJ AND PER CEC 110.16.

G. SUBMIT TEST RESULTS TO ENGINEER. EQUIPMENT THAT HAVE FAILED TESTS SHALL BE REPLACED WITHIN 2 WEEKS AND PRIOR TO PROJECT COMPLETION.

END OF SECTION
SHEET NAME:

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RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

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SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

ELECTRICAL

SPECIFICATION
E0.2
250532_E0.1_E0.2
-

FEEDER SCHEDULE

FEEDER CONDUITS
(COOPER)

CONDUITS
(ALUMINUM)

CONDUCTORS
PER SET (Cu)

CONDUCTORS
PER SET (Al)

TAG MET SETS RNC MET SETS RNC PHASE/

NEUTRAL GND PHASE/NEUTRAL GROUND

3.50" 5 3.50" 3.50" 6 3.50" (4) 400KCMIL #4/0 (4) 400KCMIL 350KCMIL

3.00" 5 3.00" 3.00" 6 3.00" (3) 400KCMIL #4/0 (3) 400KCMIL 350KCMIL

3.50"
4 3.50" 3.50" 5 3.50" (4) 400KCMIL #3/0 (4) 400KCMIL 250KCMIL

3.00" 4 3.00" 3.00" 5 3.00" (3) 400KCMIL #3/0 (3) 400KCMIL 250KCMIL

3.50" 3 3.50" 3.50"
4 3.50" (4) 400KCMIL #2/0 (4) 400KCMIL #4/0

3.00" 3 3.00" 3.00"
4 3.00" (3) 400KCMIL #2/0 (3) 400KCMIL #4/0

3.50" 3 3.00" 3.00"
4 3.00" (4) 300KCMIL #1/0 (4) 250KCMIL #3/0

3.00" 3 2.50" 2.50" 4 2.50" (3) 300KCMIL #1/0 (3) 250KCMIL #3/0

3.50"
2 3.00" 3.50" 3 3.50" (4) 300KCMIL #1/0 (4) 350KCMIL #3/0

3.00"
2 2.50" 3.00" 3 3.00" (3) 300KCMIL #1/0 (3) 350KCMIL #3/0

3.50"
2 3.50" 3.50"2 3.50" (4) 350KCMIL #1 (4) 500KCMIL #2/0

3.00"
2 3.00" 3.50"2 3.00" (3) 350KCMIL #1 (3) 500KCMIL #2/0

3.00"
2 3.00" 3.50"2 3.50" (4) 250KCMIL #2 (4)350KCMIL #1/0

2.50"
2 2.50" 3.00"2 3.00" (3) 250KCMIL #2 (3)350KCMIL #1/0

2.50"
2 2.50" 3.50"2 3.00" (4) #4/0 #2 (4)300KCMIL #1/0

2.50"
2 2.00" 3.00"2 2.50" (3) #4/0 #2 (3)300KCMIL #1/0

2.50"
2 2.50" 3.00"2 3.00" (4) #3/0 #3 (4) 250KCMIL #1

2.00"
2 2.00" 2.50"2 2.50" (3) #3/0 #3 (3) 250KCMIL #1

3.50"
1 3.50" 2.50"2 2.50" (4) 500KCMIL #3 (4) 4/0 #2

3.50"
1 3.00" 2.50"2 2.00" (3) 500KCMIL #3 (3) 4/0 #2

3.50"
1 3.50" 3.50"1 3.50" (4) 350KCMIL #4 (4) 500KCMIL #2

3.00"
1 3.00" 3.50"1 3.00" (3) 350KCMIL #4 (3) 500KCMIL #2

2.50"
1 2.50" 3.50"1 3.50" (4) #4/0 #4 (4) 350KCMIL #2

2.50"
1 2.00" 3.00"1 3.00" (3) #4/0 #4 (3) 350KCMIL #2

2.50"
1 2.50" 3.00"1 3.00" (4) #4/0 #4 (4) 300KCMIL #2

2.50"
1 2.00" 3.00"1 2.50" (3) #4/0 #4 (3) 300KCMIL #2

2.50"
1 2.50" 3.00"1 3.00" (4) #3/0 #6 (4) 250KCMIL #4

2.00" 1 2.00" 2.50" 1 2.50" (3) #3/0 #6 (3) 250KCMIL #4

2.50"
1 2.50" 3.00"1 2.50" (4) #3/0 #6 (4) #4/0 #4

2.00"
1 2.00" 2.50"1 2.00" (3) #3/0 #6 (3) #4/0 #4

2.50"
1 2.00" 2.50"1 2.50" (4) #1/0 #6 (4) #3/0 #4

2.00" 1 1.50" 2.00" 1 2.00" (3) #1/0 #6 (3) #3/0 #4

2.00"
1 1.50" 2.00"1 2.50" (4) #1 #6 (4) #2/0 #4

1.50"
1 1.50" 2.00"1 2.00" (3) #1 #6 (3) #2/0 #4

1.50"
1 1.25" 2.00"1 1.50" (4) #2 #8 (4) #1 #6

1.25"
1 1.25" 1.50"1 1.50" (3) #2 #8 (3) #1 #6

1.50"
1 1.25" 1.50"1 1.25" (4) #2 #8 (4) #2 #6

1.25"
1 1.25" 1.25"1 1.25" (3) #2 #8 (3) #2 #6

1.25"
1 1.25" 1.25"1 1.25" (4) #4 #8 (4) #2 #6

1.25"
1 1.00" 1.25"1 1.25" (3) #4 #8 (3) #2 #6

1.25"
1 1.25" 1.25"1 1.25" (4) #4 #8 (4) #3 #6

1.25"
1 1.00" 1.25"1 1.00" (3) #4 #8 (3) #3 #6

1.00"
1 1.00" 1.25"1 1.25" (4) #6 #10 (4) #4 #8

1.00"
1 1.00" 1.25"1 1.00" (3) #6 #10 (3) #4 #8

1.00"
1 1.00" 1.00"1 1.00" (4) #6 #10 (4) #6 #10

0.75"
1 1.00" 0.75"1 1.00" (3) #6 #10 (3) #6 #10

0.75"
1 1.00" 0.75"1 1.00" (4) #8 #10 (4) #8 #10

0.75"
1 0.75" 0.75"1 0.75" (3) #8 #10 (3) #8 #10

0.75"
1 0.75" 0.75"1 0.75" (4) #10 #10 (4) #10 #10

0.75"
1 0.75" 0.75"1 0.75" (3) #10 #10 (3) #10 #10

0.75"
1 0.75" 0.75"1 0.75" (4) #12 #12 (4) #12 #12

0.75"
1 1.00" 0.75"1 1.00" (3) #12 #12 (3) #12 #12
NOTES:

1. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER & ALUMINUM CONDUCTORS WITH THHN/THWN INSULATION.

2. THIS SCHEDULE SHALL BE USED ON ALL FEEDERS SERVING LOADS WHERE THE CIRCUIT BREAKER SIZE MATCHES THE AMPACITY OF ITS FEEDER. USE THE "MOTOR CIRCUIT SCHEDULE" FOR LOADS, SUCH AS MOTORS, PUMPS, FANS, CHILLERS, ETC., WHERE THE CIRCUIT BREAKER SIZE IS LARGER THAN THE AMPACITY OF ITS FEEDER.

3. PROVIDE GROUND WIRE NOTED ABOVE IN ALL FEEDERS AND BRANCH CIRCUITS. WHERE MULTIPLE CONDUITS ARE INDICATED PROVIDE NOTED GROUND WIRE IN EACH CONDUIT.

4. NOT ALL FEEDERS ARE NECESSARILY USED ON THIS PROJECT.

5. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75 DEG..C TERMINALS. 1600.4
1600.3
1200.4
1200.3
1000.4
1000.3
800.4
800.3
700.4
700.3
600.4
600.3
500.4
500.3
450.4
450.3
400.4
400.3
350.4
350.3
300.4
300.3
250.4
250.3
225.4
225.3
200.4
200.3
175.4
175.3
150.4
150.3
125.4
125.3
100.4
100.3

90.4 90.3

80.4 80.3

70.4 70.3

60.4 60.3

50.4 50.3

40.4 40.3

30.4 30.3

20.4 20.3

NUMBER NOTES
EXISTING MAIN SERVICE AND METERING TO REMAIN. RATING AS SHOWN.

EXISTING METERING DEVICE TO REMAIN.

EXISTING CIRCUIT BREAKER. RATING AS SHOWN.
1235

KEY NOTES

EXISTING TO REMAIN (E)
LEGEND
4 PULL SECTION & MAIN
100.3
3 4
3 100A
(E)
2P
6 EXISTING ELECTRICAL PANEL TO REMAIN. SEE SHEET E1.0 FOR LOCATION. PROVIDE TYPEWRITTEN SCHEDULE UPON COMPLETION OF THIS PROJECT.

EXISTING FEEDER CONDUIT AND WIRES TO REMAIN.
6 EXISTING GROUNDING CONDUCTOR TO REMAIN.
120/240V
"A1"
1PH, 3W
(E) PANEL
100A
5 CONCRETE ENCASED

ELECTRODE (UFER

GROUND) PER NEC
250-81(c)

BUILDING

STRUCTURE

COLD WATER
MAIN
(E)#3G
(E) PG&E PULLBOX
(STREET SIDE)
(E)UNDERGROUND

SECONDARY LINE
PER UTILITY CO.
(E) PANEL "A",
400A, 120/240V, 1Ø, 3W 1
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

SINGLE LINE DIAGRAM & PANEL SCHEDULE

SINGLE LINE

DIAGRAM &
PANEL SCHED.

E0.3
250532_E0.3-

METER ENCLOSURE M
(E)
2 400A
(E)
2P
(E) MAIN SERVICE,
400A, 120/240V, 1Ø, 3W 1
100.3
3 4
100A
(E)
2P
6 120/240V
"A2"
1PH, 3W
(E) PANEL
100A
100.3
3 4
100A
(E)
2P
6 120/240V
"A3"
1PH, 3W
(E) PANEL
100A
200.3
9 8
200A
(N)
2P
7 120/240V
"EV"
1PH, 3W
(N) PANEL
400A

NEW WORK (N
10 12
NEW ELECTRICAL PANEL. SEE SHEET E1.0 FOR LOCATION. PROVIDE TYPEWRITTEN SCHEDULE UPON COMPLETION OF THIS PROJECT.
7 PROVIDE NEW FEEDER CONDUIT WITH CONDUCTORS FOR NEW PANEL. DISCONNECT AND REMOVE FEEDER UPON COMPLETION OF INSTALLATION FOR NEW EV SERVICE AS SHOWN. 8 PROVIDE NEW CIRCUIT BREAKER RATING AS SHOWN. DISCONNECT AND MARK SPARE UPON COMPLETION OF INSTALLATION FOR NEW EV SERVICE.
9 400.3
11 FUTURE WORK
PROVIDE NEW 52"H x 24"W x 11"D METER SOCKET/ENCLOSURE COMBINATION CABINET(NEMA 3R) FOR FUTURE EV METERING.
10 PROVIDE NEW FEEDER CONDUIT WITH CONDUCTORS TO BACKFEED EV PANEL UPON COMPLETION OF INSTALLATION FOR NEW EV SERVICE AS SHOWN. 11 4" CONDUIT STUBBED OUT AND CAP OFF FOR FUTURE WORK. 12 120/240V

SOCKET/ENCL
1PH, 3W
(N) METER
400A
(E) METER ENCLOSURE,
400A, 120/240V, 1Ø, 3W
1

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2
TITLE 24 FORMS - INDOOR LIGHTING
E0.4
250532_E0.4-
TITLE 24

FORMS -

INDOOR LTG
PART 1

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2
TITLE 24 FORMS - INDOOR LIGHTING
E0.5
250532_E0.4-
TITLE 24

FORMS -

INDOOR LTG
PART 2

40 40

68.98 0' SBL
ZONED C3

64.13 0' SBL 13.00

84.01 ZONED C3
147.36

82.00 ZONED C3
30" CAMPH

EXISTING

ONE STORY COMMERCIAL BUILDING
ENTRY
PA
PA
(E) DW40
40 (E) DW
RAMP
40 (E) CG & SW

P O R T E R S T R E E T

EV CHARGING
ONLY

EV CHARGING
ONLY

EV CHARGING
ONLY

EV CHARGING
ONLY

EV CHARGING
ONLY

EV CHARGING
ONLY

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
9 EV-2,4
1"C.
7 EV-9,11
2#4+1#8G
1"C.
8 EV-1,3
2#3+1#8G
1"C.
(E) PANEL "A"
1 (E) PANEL "A2"
1 1
(E) MAIN SERVICE

DISCONNECT
SWITCH, 400A,
120/240V, 1PH, 3W
(E) METER TERMINAL
1 4
2 (N) PANEL "EV"
3 8
EV-5,7
2#3+1#8G
1"C.

J
9 EV-6,8
1"C.

J
(N) MAIN SERVICE
METER & MAIN, 400A,
120/240V, 1PH, 3W
45 6
10 666 10
10 SHEET NOTES
# NOTES
APPROXIMATE LOCATION OF EXISTING ELECTRICAL EQUIPMENT. MAINTAIN 42" CLEARANCE IN FRONT OF 480V EQUIPMENT AND 36" CLEARANCE IN FRONT OF 120/208V EQUIPMENT, 30" MIN.

CLEAR WIDTH.

NEW ELECTRICAL TERMINAL ENCLOSURE FOR FUTURE METERING ENCLOSURE FOR EV PARKING. MAINTAIN 42" CLEARANCE IN FRONT OF 480V EQUIPMENT AND 36" CLEARANCE IN FRONT OF 120/208V EQUIPMENT, 30" MIN. CLEAR WIDTH.

NEW ELECTRICAL PANEL. MAINTAIN 42" CLEARANCE IN FRONT OF 480V EQUIPMENT AND 36" CLEARANCE IN FRONT OF 120/208V EQUIPMENT, 30" MIN. CLEAR WIDTH.

NEW 16"X16"X4" TRANSITIION TERMINAL BOX IN NEMA 3R ENCLOSURE.

CONDUIT RUN ABOVE THE WALL. (TYPICAL).

PROPOSED CONDUIT PATHWAY FOR UNDERGROUND SERVICE FOR EV STATION.

PROVIDE POWER CONNECTION FOR SINGLE PORT CHARGER STATION. FIELD VERIFY LOCATION AND REQUIREMENTS. CONNECT TO CIRCUIT AS SHOWN.

PROVIDE POWER CONNECTION FOR DUAL PORT CHARGER STATION. FIELD VERIFY LOCATION AND REQUIREMENTS. CONNECT TO CIRCUIT AS SHOWN.

FOR FUTURE USE. INSTALL CONDUIT TO NEW PANEL "EV".

DISCONNECT SWITCH 100A, NON-FUSED, 2P, 240V, LOCKABLE TYPE IN NEMA 3R ENCL.

MOUNTED ON GALVANIZED UNI-STRUT CHANNEL SUPPORT ON CONCRETE PEDESTAL . EXACT LOCATION TO BE FIELD VERIFIED .
123456789
10 GENERAL NOTES
# DESCRIPTION A ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK.

B WHERE WIRE SIZES ARE NOTED ON DRAWINGS, THAT SIZE SHALL BE THROUGH THE ENTIRE RUN UNLESS NOTED OTHERWISE.

C
ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. ELECTRICAL

CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. COORDINATE WITH ARCHITECT FOR LOCATION.

D

INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH-IN. USE WIREMOLD IN EXPOSED AREAS.

E REFER TO BUILDING GUIDANCE STANDARDS FOR MATERIAL SELECTION CRITERIA, FINISHES AND GENERAL WORK RULES.

F

ALL ELECTRICAL WORK EQUIPMENT SHALL BE INSTALLED ABOVE THE EXISTING FLOOR ELEVATION (40.0') ABOVE THE FEMA BASED FLOOD ELEVATION (39.60'). ANY TRENCH OR

UNDERGROUND WORKS SHALL BE DESIGNED AND LISTED FOR WATERTIGHT / WATERPROOF

INSTALLATIONS TO PREVENT INTRUSION AND RESIST HYDROSTATIC AND HYDRODYNAMIC LOADS AND STRESSES. INCLUDING THE EFFECTS OF BUOYANCY.
1 POWER SITE PLAN SCALE: 1/8" = 1'-0"
LEGEND

EXISTING TO REMAIN

NEW WORK
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2
POWER

SITE PLAN
E1.0
250532_E1.0-
PLAN
NORTH
1

S
3 (E)
Sghi
(E)
(E) (E) (E) (E)
(E) (E) (E) (E) (E) (E)
(E)
(E)
(E)
Sef
(E)
(E) (E) (E) (E)
(E) (E) (E) (E)
(E)
Sabc
(E)
(R)
S
(E)
ab
(E)
S
d
(R)
OS
(E)
OS
(E)
OS (E)
OS
(E)
OS
(E)
(E)
OS
(E)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)

SCOPE OF WORK
Sba
(TYP) 1
2 2
3 4
4 SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

LIGHTING

DEMOLITION
PLAN
E1.1
250532_E1.1-
PLAN
NORTH
1 LIGHTING DEMOLITION PLAN SCALE: 1/4" = 1'-0"

SHEET NOTES
# NOTES

DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED CONDUIT/WIRES BACK TO SOURCE. MAINTAIN EXISTING CIRCUIT.

DISCONNECT AND REMOVE EXISTING LIGHT SWITCH AND SWITCH LEG BACK TO SOURCE.

MAINTAIN EXISTING CONDUIT.

DISCONNECT AND RELOCATE EXISTING CEILING MOUNTED OCCUPANCY SENSOR.

DISCONNECT AND RELOCATE EXISTING WALL MOUNTED LIGHT SWITCH/OCCUPANCY SENSOR. 1234

GENERAL NOTES
# DESCRIPTION A ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK.

B WHERE WIRE SIZES ARE NOTED ON DRAWINGS, THAT SIZE SHALL BE THROUGH THE ENTIRE RUN UNLESS NOTED OTHERWISE.

C
ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. ELECTRICAL

CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. COORDINATE WITH ARCHITECT FOR LOCATION.

D

INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH-IN. USE WIREMOLD IN EXPOSED AREAS.

E REFER TO BUILDING GUIDANCE STANDARDS FOR MATERIAL SELECTION CRITERIA, FINISHES AND GENERAL WORK RULES.

LEGEND

EXISTING TO REMAIN

S
3 (E)
Sghi
(E)
(E) (E) (E) (E)
(E) (E) (E) (E) (E) (E)
(E)
(E)
(E)
(E)
(E) (E) (E) (E)
(E) (E) (E) (E)
(E)
Sabc
(E) S
(E)
a
(E)
S
3 (N)
OS
(E)
OS
(E)
OS
OS
(E)
OS
(E)
(E)
OS
OS
OS
(N)
TEF1
(E)
bb
a
(N) (N)
Sb a
(N)
aSb
a (E) (E)
(N)
(N)
(N)
(N)
D
3 D
a3
a
(N)
S
OS
a
D D
OS
OS
OS
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
aa
aa
L1
30 (TYP)
1 X4
(TYP)
2 L2
20 23
3 33
4 5
6 S3
(N)
7 SCOPE OF WORK
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

LIGHTING
PLAN
E2.1
250532_E2.1-
PLAN
NORTH
1 LIGHTING PLAN SCALE: 1/4" = 1'-0"

SHEET NOTES
# NOTES
PROVIDE POWER CONNECTION FOR EXIT SIGN. CONNECT TO EXISTING CIRCUIT. FIELD VERIFY LOCATION AND REQUIREMENTS.

PROVIDE POWER CONNECTION FOR LIGHT FIXTURES. CONNECT TO EXISTING CIRCUIT AND CONTROL IN AREA. FIELD VERIFY LOCATION AND REQUIREMENTS.

PROVIDE MANUAL DIMMER FOR INDICATED CIRCUIT. DIMMER RATING TO MATCH SERVING LOAD TYPE AND RATING. FIELD COORDINATE EXACT LOCATION OF LIGHTING SWITCH WITH OWNER OR ARCHITECT.

EXISTING CEILING MOUNTED OCCUPANCY SENSOR RELOCATED AT NEW LOCATION.

EXISTING WALL MOUNTED OCCUPANCY SENSOR AND SWITCH RELOCATED AT NEW LOCATION.

EXISTING SWITCH RELOCATED AT NEW LOCATION. RECONNECT TO EXISTING SWITCH LEG.

PROVIDE POWER CONNECTION FOR EXHAUST FAN. FIELD VERIFY LOCATION AND REQUIREMENTS. CONNECT TO CIRCUIT AND CONTROL AS SHOWN.

LIGHTING IN DAYLIT SIDELIT PRIMARY ZONE LESS THAN 120 WATT.

LIGHTING IN DAYLIT SIDELIT SECONDARY ZONE LESS THAN 120 WATT. 123456789

GENERAL NOTES
# DESCRIPTION A ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK.

B WHERE WIRE SIZES ARE NOTED ON DRAWINGS, THAT SIZE SHALL BE THROUGH THE ENTIRE RUN UNLESS NOTED OTHERWISE.

C
ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. ELECTRICAL

CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. COORDINATE WITH ARCHITECT FOR LOCATION.

D

INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH-IN. USE WIREMOLD IN EXPOSED AREAS.

E REFER TO BUILDING GUIDANCE STANDARDS FOR MATERIAL SELECTION CRITERIA, FINISHES AND GENERAL WORK RULES.

LEGEND

EXISTING TO REMAIN

NEW WORK

FC
-
FC
-
GFCI
GFCI
GFCI
(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(R)
(E)
(E)
(E)
(E)
(E)PANEL "A"
(E)PANEL "EV"
(E)PANEL "A1"
1 1
1 1
(E)MAIN SERVICE

METER ENCLOSURE
1 (E)MAIN SERVICE

DISCONNECT SWITCH
3 (TYP)
2 (TYP)
2 (TYP)
2 GFCI
(E)
GFCI
(E)
(E)
FC
-
FC
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

POWER /
SIGNAL
PLAN
E3.1
250532_E3.1
-
PLAN
NORTH
1 POWER / SIGNAL PLAN SCALE: 1/4" = 1'-0"

SHEET NOTES
# NOTES
EXISTING ELECTRICAL EQUIPMENT TO REMAIN. MAINTAIN 42" CLEARANCE IN FRONT OF 480V EQUIPMENT AND 36" CLEARANCE IN FRONT OF 120/208V EQUIPMENT, 30" MIN. CLEAR WIDTH.

EXISTING RECEPTACLE TO REMAIN.

DISCONNECT AND REMOVE EXISTING RECEPTACLE AND ASSOCIATED CONDUIT AND WIRES BACK TO SOURCE.
1 2
3 GENERAL NOTES
# DESCRIPTION

A ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK.

B WHERE WIRE SIZES ARE NOTED ON DRAWINGS, THAT SIZE SHALL BE THROUGH THE ENTIRE RUN UNLESS NOTED OTHERWISE.

C
ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. ELECTRICAL

CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. COORDINATE WITH ARCHITECT FOR LOCATION.

D

INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH-IN. USE WIREMOLD IN EXPOSED AREAS.

E REFER TO BUILDING GUIDANCE STANDARDS FOR MATERIAL SELECTION CRITERIA, FINISHES AND GENERAL WORK RULES.

LEGEND

EXISTING TO REMAIN

NEW WORK

FC-FC-GFCI
GFCI
GFCI
(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)PANEL "A"
(E)PANEL "EV"
(E)PANEL "A1"
1 1
1 1
(E)MAIN SERVICE

METER ENCLOSURE
1 (E)MAIN SERVICE

DISCONNECT SWITCH
(TYP) 2
(TYP) 2
(TYP) 2
GFCI
(E)
GFCI
(E)
(E)

FC-FC-GFCI
(N)
(N)
(N)
(N)
3 33
3 POWER /
SIGNAL
PLAN
E4.1
250532_E4.1-
PLAN
NORTH
1 POWER / SIGNAL PLAN SCALE: 1/4" = 1'-0"

SHEET NOTES
# NOTES
EXISTING ELECTRICAL EQUIPMENT TO REMAIN. MAINTAIN 42" CLEARANCE IN FRONT OF 480V EQUIPMENT AND 36" CLEARANCE IN FRONT OF 120/208V EQUIPMENT, 30" MIN. CLEAR WIDTH.

EXISTING RECEPTACLE TO REMAIN.

PROVIDE POWER CONNECTION FOR RECEPTACLE. CONNECT TO EXISTING CIRCUIT IN AREA.

FIELD VERIFY LOCATION AND REQUIREMENTS.
123

GENERAL NOTES
# DESCRIPTION A ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK.

B WHERE WIRE SIZES ARE NOTED ON DRAWINGS, THAT SIZE SHALL BE THROUGH THE ENTIRE RUN UNLESS NOTED OTHERWISE.

C
ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. ELECTRICAL

CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. COORDINATE WITH ARCHITECT FOR LOCATION.

D

INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE THE CEILING AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH-IN. USE WIREMOLD IN EXPOSED AREAS.

E REFER TO BUILDING GUIDANCE STANDARDS FOR MATERIAL SELECTION CRITERIA, FINISHES AND GENERAL WORK RULES.

LEGEND

EXISTING TO REMAIN

NEW WORK
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2

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Staff Report Item 4
TO: 3CE Executive Committee
FROM: Robert M. Shaw, Chief Executive Officer
PREPARED BY: Chris Rich, VP of Business Operations
SUBJECT: Approve a Capital Improvement Project for 3CE’s Ryan Ranch Headquarters to implement workplace design services, improvements, and equipment in an amount not to exceed $200,000.

DATE: August 19, 2026
RECOMMENDATION:

This memorandum recommends that the Executive Committee Approve a Capital Improvement Project for 3CE’s Ryan Ranch Headquarters to implement workplace design services, improvements, and equipment in an amount not to exceed $200,000.

BACKGROUND:
3CE’s FY2026-27 Fiscal Policies identify “Capital Projects” as investments in equipment, infrastructure, and buildings with value of over $100,000. Such projects are required to be identified in 3CE’s annual Budget or otherwise approved through 3CE’s appropriate governance body.

Resolution No. PB-2025-04 delegates authority to approve capital projects that do not exceed $5,000,000 per project to the Executive Committee; project approval enables the CEO to enter into any necessary contracts or agreements to effectuate the project within that limit.

In July 2026, 3CE relocated to a new headquarters location at 20 Ryan Ranch Road. As part of that effort, and in response to employee feedback, 3CE is actively working to create workplaces that support employee collaboration, operational efficiency, and the agency's long-term organizational needs. The Ryan Ranch headquarters provides a unique opportunity to test concepts for maximizing employee productivity and collaboration, ahead of moving to our permanent location in several years.

To identify a qualified partner for the design, furnishing, and implementation services, staff conducted a competitive Request for Qualifications (RFQ) process, seeking firms with demonstrated expertise in workplace strategy, interior design, furniture procurement, and project implementation.

Seven (7) proposals were received and evaluated by a staff committee based on qualifications, relevant experience, project approach, design capabilities, product offerings, implementation strategy, and overall value to the agency. Staff is actively negotiating a contract with One Workspace to implement projects at both the 20 Ryan Ranch headquarters, as well as support design, furniture, and related services for the project underway at the Soquel regional office.

DISCUSSION/ANALYSIS:

Professional workplace design services are anticipated to include development of furniture layouts, collaboration space concepts, interior finish recommendations, furniture specifications, installation documentation, and post-occupancy evaluation. Services are also expected to include enhanced audiovisual and sound design for conference and collaboration spaces. Specifically, the proposed design scope includes planning for:
 Reception and lobby spaces;
 Conference and huddle rooms;
 Focus rooms and individual work booths;
 Indoor and outdoor collaboration spaces;
 Executive office seating areas;
 Kitchen and break room furnishings;
 Common areas, storage, and support spaces; and
 Interior finish and aesthetic recommendations to create a cohesive workplace environment.

For the Ryan Ranch Road project, the project budget is estimated to roughly break down as follows  Workplace Design Services: $9,000
 Technology Consulting Services: $6,000
 Furniture, Fixtured & Equipment (FF&E): $185,000
 Total Project: $200,000
Final furniture selections, technology selections, product availability, and installation logistics will continue to evolve throughout the design process so the above budget is an estimate; however, staff will stay within or under approved amounts, or return as needed for additional approvals. Similar services and purchases will be provided for the Soquel (Porter Rd) office improvements, described in a separate staff report specific to that project and related budget.

FISCAL IMPACT:

The proposed capital project will not exceed $200,000 for Ryan Ranch investments. Funding for this project is available within the approved FY25-26 budget, and will be included in the FY26-27 budget as needed.

CONCLUSION:

Approval of the proposed action will enable staff to move efficiently from workplace design into implementation, while maintaining appropriate Board oversight through a defined not-to-exceed project spending authority. The resulting workspace will support collaboration, employee productivity, operational flexibility, and future organizational growth, while creating a professional environment that reflects 3CE's commitment to serving its customers, member agencies, and the communities of the Central Coast.

Staff Report Item 5
TO: 3CE Policy Board of Directors
FROM: Robert M. Shaw, Chief Executive Officer
PREPARED BY: Juan Lopez, Director of Finance
SUBJECT: Support Policy Board authorizing the CEO to execute a clean energy purchase contract with California Community Choice Finance Authority and all ancillary documents and agreements to effectuate 3CE’s Second Energy Prepayment financing transaction
DATE: August 19, 2026
RECOMMENDATION:

Support Policy Board authorizing the CEO to execute a clean energy purchase contract with California Community Choice Finance Authority and all ancillary documents and agreements to effectuate 3CE’s Second Energy Prepayment financing transaction.

BACKGROUND:

A power purchase agreement (PPA) prepay is a transaction structure in which a PPA holder receives a discount to the contracted PPA price by facilitating a prepayment of the PPA’s renewable energy. The prepay transaction is undertaken by a conduit financing authority, California Community Choice Financing Authority (CCCFA), a Joint Powers Authority formed in 2021 for this sole purpose, of which 3CE is a founding member. Historically, discounts are 8% to 12% relative to the contracted price. 3CE completed its first energy prepayment in October 2023, when the CCCFA issued $647.8 million in Clean Energy Project Revenue Bonds on 3CE's behalf. That transaction ("Prepay #1") is delivering roughly $5 million per year in energy cost savings.

On March 18, 2026, the Policy Board authorized the CEO to develop, structure, and execute a second prepayment in 2026 ("Prepay #2") with an estimated par amount between $800 million and $1.2 billion, subject to market conditions, minimum savings thresholds, and final Board approval of transaction documents. PFM Financial Advisors LLC (PFM) has since been engaged as municipal advisor and swap advisor and has run competitive solicitations for the remaining transaction roles.

Staff is currently sizing the transaction at approximately $1.0 billion, within the previously authorized range. At current market indications, it would be expected to deliver roughly $6.5 million per year in energy cost savings over a nine-year initial period, bringing 3CE's combined savings from both prepayments to roughly $11.5 million per year.

Prepay #2 would use the same structure, the same conduit issuer (California Community Choice Financing Authority, CCCFA) and substantially the same documents as Prepay #1, which has performed as expected since 2023. Staff anticipates seeking Policy Board approval at the 3CE annual meeting and pricing is scheduled to be ready by early October, with flexibility to extend into early 2027, so 3CE can achieve best savings possible, given market conditions.

DISCUSSION/ANALYSIS:

Prepays have existed in the power and natural gas business for decades, with over $100 billion in total market value. Since first prepayments for natural gas were done in the early 1990s, the IRS issued rules allowing tax-exempt prepayments and Congress enacted legislation specifically allowing the transactions (National Energy Policy Act of 2005; Section 1327).

Since its inception, CCCFA has issued over $30 billion in renewable energy prepay bonds. 3CE’s financial advisor, PFM Financial Advisors LLC, has advised on most of those completed transactions.

How 3CE Customers Benefit
3CE buys most of its power under long-term power purchase agreements, paying as energy is delivered.

A prepayment transaction does not change that. 3CE still pays monthly and only for energy delivered; it simply pays a lower price for it.

The prepayment mechanism rests on the fact that interest rates on tax-exempt debt are lower than the rates a private company pays to borrow. IRS regulations codified in 2005 recognized that a public power provider could put that advantage to work by paying for energy in advance. The bond proceeds prepay for roughly 30 years of energy, but they are not simply handed to the counterparty that delivers it. They are lent onward to a highly rated funding recipient (typically a bank, an insurance company, or a large corporation), which gains the use of inexpensive capital and repays it on a fixed monthly schedule.

Those payments service the bonds, and in return 3CE buys the energy at a discount.

In practice, the sequence runs as follows. CCCFA issues tax-exempt bonds and uses the proceeds to prepay a special-purpose supplier entity for approximately 30 years of deliveries. That entity lends the proceeds to the funding recipient, which makes fixed monthly payments back into the structure through the initial interest-rate period. A new funding recipient is competitively selected at each subsequent reset.

Through this financing structure, 3CE assigns existing power purchase agreements (PPAs) into the transaction through Limited Assignment Agreements, so the physical energy reaching customers does not change. What changes is that 3CE now buys that same energy from CCCFA at a discount rather than at contract price, and CCCFA uses those payments, together with the funding recipients, to service the bonds. Commodity swaps sit alongside the structure to convert index pricing to fixed pricing so cash flows match fixed-rate debt service, and 3CE is not a party to them.

How 3CE and Customers are Protected
Two features of the structure do most of the work of protecting 3CE:
 3CE pays only for energy actually delivered. The contract is "take-and-pay," not "take-or-pay." 3CE has no debt service obligation of any kind.
 The bonds are non-recourse. They are limited obligations of CCCFA, payable solely from transaction revenues. Under CCCFA's Joint Powers Agreement, no CCCFA debt is a debt of any member, and each transaction's costs are allocated solely to the member participating in it. If the structure unwound tomorrow, 3CE's assigned PPAs would revert to 3CE and the loss would be the forgone discount plus the staff time invested.

The remaining risks are economic rather than balance-sheet risks. If market conditions do not support the minimum discount at pricing, staff does not proceed and the PPAs remain as negotiated prior to assignment. If the floor cannot be met at a future reset, the re-pricing agreement permits 3CE to terminate and the contracts return. At no point is 3CE obliged to accept a price that does not meet its savings criteria.

The two risks 3CE does carry have known limits and are set before anything is signed. Assigned projects may deliver less than the prepaid quantity, so sizing is set conservatively against guaranteed or historical production, and over-deliveries in one prepayment can offset shortfalls in the other. A material decline in load would reduce 3CE's ability to take prepaid energy, so tax guidance caps prepaid volume at 80 percent of expected load in any year. The only genuine financial at risk before closing is rating agency

and green bond verification fees, which staff authorizes only once the transaction is substantially de-risked.

Status of Prepay #2
The transaction has progressed through authorization and competitive procurement and is now in the documentation stage. On July 15, PFM distributed a prepay counterparty RFP to banks and a bond/tax and prepay/disclosure counsel RFP to law firms. Responses arrived on July 29, with experienced firms submitting underwriter and supplier proposals. Staff and PFM evaluated them the week of August 3.

The first draft of the prepay documents will go out around August 14, with first drafts of the Trust Indenture, Preliminary Official Statement, and Bond Purchase Agreement following on August 19. If all progresses as planned, the commodity swap counterparty could be selected by August 24, and second drafts circulate August 26. The substantive open work is the power purchase agreement assignment strategy. Staff and PFM are modeling a scenario built on assignments.

From here the schedule is largely sequencing:

Date Milestone
Sept 8–10 Near-final drafts; documents submitted for Board meetings; engage Kestrel for the green bond opinion
Sept 16–17 3CE Operations Board and Policy Board meetings Sept 18 Engage Moody's; submit financing documents for CCCFA approval Sept 24 CCCFA Board meeting
Oct 2 Receive Moody's rating; final second party opinion Staff will not execute unless expected savings thresholds are met at pricing, and the Policy Board will review those thresholds beforehand.

Like the PPAs themselves, a prepayment is not a one-time financing event; it is the beginning of a 30- year supply relationship. The prepayment transaction, different from a PPA, is refinanced every five to ten years. Most agencies that have used the structure have come to treat it as a program rather than a series of unrelated deals, and that has practical consequences for how authorizations are written.

Several peers now operate under a dollar-capped authorization with a sunset date, covering multiple banks and multiple transactions, rather than approving one deal at a time. Because the documents and parameters are pre-approved, those agencies can price within days of a favorable market — which has mattered in 2026, when windows have been brief.
3CE's current authorization covers this transaction only. As Prepay #2 closes and attention turns to the remaining unassigned contracts in the portfolio, a programmatic authorization is a structure the Boards may wish to consider, and staff can bring that concept forward for discussion after closing. It is not part of the current request.

FISCAL IMPACT:

Transaction costs, including financial advisory fees, underwriting fees, legal fees, and other issuance expenses, are expected to be paid from bond proceeds at closing. There is no anticipated impact on 3CE’s operating budget beyond staff time and preliminary structuring expenses incurred prior to bond issuance. Final execution of the transaction will depend on achieving the minimum savings thresholds set by staff, which the Policy Board will review before pricing.

CONCLUSION:

The transaction is on schedule. Competitive procurement is complete or nearly complete, documentation is in its first draft cycle and Prepay #2 remains on track for Board approvals in mid-September, CCCFA approval September 24 (subject to market conditions and minimum savings thresholds). Staff anticipate incorporating feedback from the Executive Committee and presenting updates to the Audit and Finance Committee as well as the Operations Board before seeking final approvals and authorization from the Policy Board in September.

ATTACHMENT(S):

None.