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10/31/19RENEWS ON

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COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

Date Printed:10/2/2019 11:29:52 AM

Cabrillo College

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DON'T SCALE THE DRAWINGS.

STUDY THE CONTRACT DOCUMENTS AND THE FIELD CONDITIONS BEFORE BIDDING OR DOING WORK ON THIS PROJECT. IMMEDIATELY REPORT TO THE ARCHITECT ANY ERRORS, OMISSIONS, OR UNCLEAR DIRECTIONS. THE ARCHITECT WILL EVALUATE THE PROBLEM AND MAKE A WRITTEN INTERPRETATION.

NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DEVIATIONS OR VARIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHOWN HEREIN.

DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF FINISH MATERIALS.

DIMENSIONS ARE TAKEN FROM FACE OF FINISH (FOF), OR FROM CENTER LINES AS INDICATED.

THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT. THE ARCHITECT MUST BE NOTIFIED IMMEDIATELY OF ANY DEVIATIONS OR VARIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHOWN HEREIN.

"ALIGN" MEANS TO LOCATE FINISHED FACES IN SAME PLANE.

"APPROVED" MEANS, UNLESS INDICATED OTHERWISE BY THE ARCHITECT, APPROVED IN WRITING BY THE ARCHITECT.

"AS DIRECTED" OR "AS INDICATED" MEANS AS DESCRIBED EITHER VERBALLY OR IN WRITING BY THE ARCHITECT. "AS INDICATED" NORMALLY REFERS TO AN ITEM EXPLAINED IN THE CONTRACT.

"THE CONTRACTOR" REFERS TO THE GENERAL CONTRACTOR, NOT HIS SUBCONTRACTORS.

"PROVIDE" MEANS THAT THE CONTRACTOR SHALL FURNISH AND INSTALL.

"UNLESS NOTED OTHERWISE", "UNO", OR "UNLESS INDICATED OTHERWISE" MEANS THAT THE ITEM DESCRIBED IS TYPICAL AS SHOWN EXCEPT AS WHERE SPECIFICALLY CALLED OUT AS DIFFERENT.

"VERIFY" MEANS, UNLESS INDICATED OTHERWISE BY THE ARCHITECT, TO OBTAIN WRITTEN VERIFICATION OF THE ITEM OR METHOD INDICATED FROM THE ARCHITECT. THIS VERIFICATION MIGHT INCLUDE ELABORATION OR EXPLANATION BY THE ARCHITECT REQUIRING A MORE COMPLEX CONSTRUCTION SOLUTION THAN MIGHT BE ASSUMED BY READING THE DRAWING WITHOUT THE VERIFICATION, THEREFORE PLEASE MAKE VERIFICATIONS AS EARLY AS POSSIBLE BEFORE BIDDING THE WORK. APPROVED SHOP DRAWINGS DO NOT CONSTITUTE VERIFICATION.

ANY ERROR, OMISSION, OR OTHER CONFLICT BETWEEN THESE DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR HIS RESOLUTION AS SOON AS IT IS DISCOVERED.

INFORM THE ARCHITECT IMMEDIATELY IF THE DRAWINGS, SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS DON'T SEEM TO COMPLY WITH CURRENT APPLICABLE LAWS, CODES, OR REGULATIONS.

U.N.O., APPLY, INSTALL, CONNECT, ERECT, CLEAN, AND CONDITION PRODUCTS PER THEIR MANUFACTURER'S CURRENT WRITTEN INSTRUCTIONS.

VERIFY WITH MANUFACTURERS THEIR EQUIPMENT REQUIREMENTS (FOR INSTANCE, STRUCTURAL BLOCKING OR SUPPORT, ELECTRICAL OR MECHANICAL REQUIREMENTS, ETC.). OBTAIN EQUIPMENT SPECIFICATIONS FROM MANUFACTURER(S) TO HELP ENSURE PROPER FIT AND OPERATION.

SURVEY FIELD CONDITIONS AND VERIFY FEASIBILITY OF INDICATED WORK, FOR INSTANCE LOCATIONS OF OUTLETS IN RELATION TO STRUCTURAL ELEMENTS.

COVER HVAC DUCTS AIRTIGHT DURING CONSTRUCTION

All work shall comply with 2016 California Building Code (Building Code), , 2016 California Electrical Code (Electrical Code), 2016 California Mechanical Code (Mechanical Code), 2016 California Plumbing Code (Plumbing Code), 2016 California Energy Code (Energy Code), 2016 California Fire Code (Fire Code), 2016 California Green Code (Green Code).

CABRILLO COLLEGEROOM 356 (REMODEL)

350 BUILDING

PROJECT INFORMATIONPROJECT DESCRIPTIONGENERAL NOTES

DIRECTIONS

From Hwy 1 S, take Park Ave exit, turn left on Park Ave, turn right on Soquel Dr., site is on the left.

From Hwy 1 N, take Park Ave exit, turn right on Park Ave, turn right on Soquel Dr., site is on the left.

New Brighton State BeachPark

Ave

Soquel Dr.

Cabrillo

Colle

ge D

r.

Perimeter Rd.

Cabrillo College

SITE

HWY 1

N

Site Address: 6500 Soquel Drive, Aptos, CA 95003, Building 350APN: 03726103Zoning: PFConstruction Type: 1 Hour ConstructionNon-sprinklered

CONTACT INFORMATION

CLIENTCabrillo College

Contact:Mary TalpasPhone: (831) 477-5288Email: matalpas@cabrillo.edu

ARCHITECTWilliam FIsher Architecture, Inc.

Contact:Brian Lawlerblawler@modern-architecture.com(650) 392-9233

Remodel of existing room 356 and HVAC system upgrade. Reconfigure space within existing shell for new electrical layout and addition of concrete equipment pad at exterior of building for new HVAC equipment.

SCOPE OF SERVICES

Base Responsibilities: Demolish, remove, replace and configure existing space as shown on plans.

DESIGN CRITERIA

FURTHER QUESTIONS

During bidding process please direct all questions or requests for additional detailing to Cabrillo College Purchasing Department: gasteven@cabrillo.edu

Sheet List

A0.0 General Notes and Project Information

A2.0 Floor Plans

A3.1 Details

E01 Electrical Symbols, Notes

E10 Electrical Floor Plans - Demo

E20 Electrical Power Plan

E30 Electrical Lighting Plan

E40 Electrical Low Voltage/ Signal Plan

E50 Electrical Specifications

M0.1 Mechanical Legends, Notes and Schedules

M1.1 Mechanical Demolition Floor and Attic Plans

M2.1 Mechanical New Work Plan

M3.1 Mechanical Details

P0.1 Plumbing Legend, Notes, Schedules and Details

P1.1 Plumbing Demolition and New Work Plans

Revision Schedule

Rev. No. Date

Room 356

Staging Area

Contact Mary Talpas for specific direction on staging and contractor parking areas.

12

11

10

9

8

13

D E H J

47' -

7"

2' -

3"

18' -

1"

8' -

11"

18' -

4"

27' - 9"

8' - 3" 19' - 6"

10

' -

1"

EQ. 10' - 0" EQ.

2x4 Wall furring o/ (E) masonry wall, finish w/ 5/8" gypsum board, painted.

Remove (E) floor finish, replace w/ (N) carpeting

(N) 5/8" gypsum board, painted

(N) Storefront system to match (E) storefront system in same opening.

(E) Concrete walkway deck

(N) Concrete equipment pad below concrete walkway

(N) Chainlink fence enclosure

(N) Mechanical equipment, refer mechanical drawings

A2.010

(N)

Sto

refr

ont

Ele

vation

4

A2.0

1/4

":12"

Slo

pe

(N) Push plate for Horton Automatics Series 4100 LE Swing Door Operators

(N) Outdoor work surface, to be installed over (E) guardrail

7' -

0"

2

12

11

10

9

8

13

D E H J

Remove and replace all (E) gypsum board from wall studs. Replace w/ (N) 5/8" gypsum board, painted

Demolish (E) walls and ceilings of (E) darkroom cubicles

Remove (E) metal lockers, patch and repair (E) walls and floor as needed, typ.

Remove (E) storefront

Remove (E) floor finish, replace w/ (N) carpeting

Demolish all (E) built-in cabinets, dividers, counters, etc.

12

11

10

9

8

13

D E H J

A.F.F.2' x 4' ACT System

10' - 6"

(N) Chain link fence at underside of deck

A2.0

9

A2.0

7

A2.0

6

(N) HVAC equipment, refer mechanical drawings

6' - 7" 2' - 2"

7' - 0" 1' - 9"

13

A2.0

8

(E) Cast concrete deck

1/4":12" Slope(N) Equipment pad

(E) Concrete column beyond

(E) Concrete pier beyond

(E) Concrete pier beyond

(E) Concrete grade beam

5" 8" 5"

1' -

0"

1' - 6"

No. 4 vert @ 16" o.c.

(2) No. 4 vert @ bottom

No. 4 vert @ 16" o.c., alternate bend direction

(E) Column pier, V.I.F., ensure all work for (N) equipment pad will not conflict with (E) columns.

3" clear, typ.

Footing on three sides of pad, step as required

be

low

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de

6"

min

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8"

3" m

in.

1' -

0"

(E) Masonry wall

No. 4 bars @ 16" o.c. e.w. , top & bottom

1/2" asphalt impregnated fiberboard (or equal) expansion joint

(N) Equipment slab

(2) No. 4 bars at bottom

8"

3" clr., typ.

(E) building footing

4" Crushed rock

4"

Compact soil under slab 95%

(N) Chainlink fence

(N) Chainlink horizontal support

+8'-0"

A.F

.F.

Chamfer edges 1", typ.

1' -

0"

min

.

No. 4 vert & horiz @ 16" o.c.

Bend bars 90° at corners, 3" radius

No. 4 bars @ 16" o.c. e.w., top & bottom

Chainlink fence

8"

8"

4" Crushed rock

4"

Compact soil under slab 95%

6' - 0" V.I.F.

8' -

8"

V.I

.F.

(N) Storefront to match (E) Storefront entry into room 356

1' - 6" 3' - 0" 1' - 6"

3' -

6"

3' -

6"

1' -

8"

4

A3.1

5

A3.1

6

A3.1

6"

10

"

± 4"

± 4

"

Chamfer concrete pad edges 1" typ

Chainlink fence vertical support, attach to pad w/ anchored flange, set anchors in epoxy, ensure anchors do not conflict with rebar.

Chainlink fence

Chainlink fence horizontal support, refer specifications

Reinforcing bars, refer pad details

Vertical concrete below, refer pad details

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William Fisher

C−11008

10/31/19RENEWS ON

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COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

Date Printed:10/2/2019 2:42:05 PM

Cabrillo College

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Flo

or

Pla

ns

1/4" = 1'-0"1

Level 1 - Proposed1/8" = 1'-0"

3Demo

Revision Schedule

Rev. No. Date

2 10-2-2019

1/8" = 1'-0"2

Reflected Ceiling Plan

1/4" = 1'-0"4

Equipment Pad Section3/4" = 1'-0"

9Equipment Pad Footing

3/4" = 1'-0"7

Equipment Pad at Building Wall

3/4" = 1'-0"6

Equipment Pad Fence Top

3/4" = 1'-0"8

Equipment Pad Edge

1/4" = 1'-0"10

(N) Storefront Elevation

Refer details 1, 2, 3, & 4 on sheet A3.1 for suspended ceiling bracing and wire connections.

3/4" = 1'-0"5

Equipment Pad Fence Post, typ.

2

Bracing Assemblies are required at not more than 12 ft. x 12 ft. on center

Exterior Interior

(E) Concrete walkway(E) Concrete floor

(N) Metal Storefront, door and glazing to match (E) Rm. 356 storefront, door and glazing.

ExteriorInterior

(E) Masonry Wall

(N) 2x4 Wall furring, refer plans

(N) Metal storefront, door and glazing to match (E) Rm. 356 storefront, door and glazing.

ExteriorInterior

(N) Entry Door

(N) Metal storefront, door and glazing to match (E) Rm. 356 storefront, door and glazing.

Smooth & level finished surface, confirm material with owner prior to installation.

Wedges every 24" o.c. & 2" from ends, 2 min.

1 1/2"Attach to (E) guard rail w/ flat-head wood screwes every 12" o.c., 3 min. per section

(E) Guardrail

1 1/2"± 1' - 0" V.I.F.

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William Fisher

C−11008

10/31/19RENEWS ON

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COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

Date Printed:10/10/2019 4:44:45 PM

Cabrillo College

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4 Date 2

N.T.S.1

Suspended Ceiling Bracing AssemblyN.T.S.

2Suspended Ceiling Wire Connection Grid

N.T.S.3

Suspended Ceiling Wire to Wood Framing

3" = 1'-0"4

Storefront Sill3" = 1'-0"

5Storefront Jamb (Head Similar)

3" = 1'-0"6

Storefront Jamb @ Door (Head Similar)

1 1/2" = 1'-0"7

(N) Outdoor Work Surface

4

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Date Printed:

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Cabrillo C

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Room

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2600 S

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Issue Date

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Rev. No. Date

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Cabrillo C

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Rev. No. Date

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Lower level

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Date Printed:

9/10/2019

Cabrillo C

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Room

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Revision Schedule

Rev. No. Date

303 P

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Cabrillo C

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Room

356, B

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2600 S

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Issue Date

Revision Schedule

Rev. No. Date

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COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

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9699 Blue Larkspur Lane, Suite 203 Monterey, CA 93940Telephone (831) 373-4390 / Facsimile (831) 373-6522www.listengineering.com © LEC 2019Job No. 19023.00

List EngineeringMechanical Consultants

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GENERAL MECHANICAL NOTES

TRANSFER AIR

TURNING VANES

THERMOSTAT at + 48"

TO BE REMOVED

VOLUME DAMPER

T

SPIN-IN EXTRACTOR/DAMPER

EXTENT OF DEMOLITION

POINT OF CONNECTION

SUPPLY OR OUTSIDE AIR

SPEED CONTROL SWITCH

P/T PLUG

RETURN OR EXHAUST AIR

FIRE/SMOKE DAMPER

DIAMETER

CONDENSATE DRAIN

CENTER LINE

BYPASS TIMER

Ø

CD

BT

L

C

FIRE DAMPER

PENE PENETRATION

SAD SUPPLY AIR DUCT

VIF VERIFY IN FIELD

W/O WITH OUT

WT WEIGHT

WC WATER COLUMN

W/ WITH

VD VOLUME DAMPER

V VOLT

UON UNLESS OTHERWISE NOTED

UCD UNDERCUT DOOR

TYP TYPICAL

TV TURNING VANES

STD STANDARD

SS STAINLESS STEEL

SP STATIC PRESSURE

SD SUPPLY DIFFUSER

SA SUPPLY AIR

RPM REVOLUTIONS PER MINUTE

(RL) RELOCATE

RAD RETURN AIR DUCT

RA RETURN AIR

P/T PRESSURE / TEMPERATURE

PSI POUNDS PER SQUARE INCH

PRV PRESSURE REDUCING VALVE

P/N PART NUMBER

PH PHASE

PD PRESSURE DROP

PC PLUMBING CONTRACTOR

OSA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

NTS NOT TO SCALE

NIC NOT IN CONTRACT

(N) NEW

MC MECHANICAL CONTRACTOR

MBH 1,000 BTU/HR

LWT LEAVING WATER TEMPERATURE

LBS POUNDS

KW KILOWATTS

HP HORSE POWER

GPM GALLONS PER MINUTE

GC GENERAL CONTRACTOR

FTR FLUE THRU ROOF

FT.HD. FEET HEAD

FSD FIRE SMOKE DAMPER

FLA FULL LOAD AMPS

FD FIRE DAMPER

FC FLEXIBLE CONNECTION

°F DEGREES FAHRENHEIT

EWB ENTERING WET BULB

EDBENTERING DRY BULB

EC ELECTRICAL CONTRACTOR

EAD EXHAUST AIR DUCT

(E) EXISTING

AD ACCESS DOOR

AFF ABOVE FINISH FLOOR

BD BALANCING DAMPER

AP ACCESS PANEL

AL ACOUSTICALLY LINED

BHP BRAKE HORSE POWER

BTU BRITISH THERMAL UNIT

BDD BACKDRAFT DAMPER

BJ BETWEEN JOIST

C. CONDUIT

CFM CUBIC FEET PER MINUTE

CD CONDENSATE DRAIN

CA COMBUSTION AIR

DL DOOR LOUVER

X

X

XX

X

X

XX

X

X

XX

X X X

SYMBOLS & ABBREVIATIONS (MECHANICAL)

EXHAUST DUCT

UP, DOWN, PENE & DEMO

RETURN DUCT

UP, DOWN, PENE & DEMO

SUPPLY DUCT

UP, DOWN, PENE & DEMO

EXHAUST, RETURN, SUPPLY

AIR DUCT (EXISTING)

EXHAUST, RETURN, SUPPLY

AIR DUCT (NEW)

DEMO DEMOLITION

POC POINT OF CONNECTION

EWT ENTERING WATER TEMPERATURE

EODEXTENT OF DEMOLITION

ETREXISTING TO REMAIN

CONTROL SWITCH

S

DRAWING INDEX

DWG #

M0.1

M0.2

M1.1

M2.1

M3.1

DRAWING DESCRIPTION

MECHANICAL LEGEND, NOTES AND SCHEDULES

TITLE 24 ENERGY DOCUMENTATION

MECHANICAL DEMOLITION FLOOR AND ATTIC PLANS

MECHANICAL NEW WORK PLAN

MECHANICAL DETAILS

1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA

MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA BUILDING CODE, NATIONAL FIRE

PROTECTION CODES, AND ALL OTHER APPLICABLE CODES AND REGULATIONS, INCLUDING THE 2016

CALIFORNIA ENERGY CONSERVATION STANDARDS OF TITLE 24.

2. LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES ARE DETAILED ON THE

ARCHITECTURAL REFLECTED CEILING PLAN AND ROOM ELEVATIONS.

3. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT

MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES,

AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

4. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND TESTED IN ACCORDANCE WITH THE

APPLICABLE SMACNA STANDARDS.

5. DUCTWORK SHALL BE INSULATED WITH 2” FIBERGLASS INSULATION AND ALL SERVICE JACKET.

PROVIDE 1” ACOUSTICAL LINER WHERE SHOWN ON PLANS. DUCT DIMENSIONS ON PLANS ARE NET

CLEAR INTERIOR.

6. MANUAL DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES TO INDIVIDUAL DIFFUSERS, GRILLES

AND REGISTERS.

7. ALL EQUIPMENT, DUCTS, PIPING, AND OTHER DEVICES AND MATERIALS INSTALLED OUTSIDE THE

BUILDING OR OTHERWISE EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHERPROOFED.

8. PIPES AND DUCTWORK SHALL BE SUPPORTED AND BRACED PER SMACNA “GUIDELINES FOR SEISMIC

RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS.”

9. EXPOSED PIPING ALLOWED ONLY WHERE INDICATED. PROVIDE ESCUTCHEONS IN FINISHED AREAS.

10. PROVIDE ROUGH-IN AND FINAL CONNECTIONS FOR EQUIPMENT PROVIDED UNDER OTHER DIVISIONS

OF THE SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EQUIPMENT.

11. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED BY AN APPROVED MATERIAL AS

PRESCRIBED IN CBC SECTION 714.

12. REFER TO STRUCTURAL DRAWING FOR LOCATIONS OF BEAMS, SHEAR WALLS AND MEMBERS. ALL

DRILLING OF STRUCTURAL BEAMS AND MEMBERS TO BE COORDINATED WITH THE STRUCTURAL

ENGINEER. ALL HOLES SHALL BE MINIMUM SIZE AND APPROVED BY STRUCTURAL ENGINEER PRIOR

TO DRILLING.

13. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. BOLTS SHALL CONFORM TO ASTM A-307.

FABRICATION, ERECTION, WELDING AND PAINTING SHALL BE IN ACCORDANCE WITH THE LATEST

EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS. ALL STEEL

EXPOSED TO WEATHER SHALL BE GALVANIZED.

14. DUCTWORK VISIBLE THROUGH DIFFUSERS AND REGISTERS SHALL BE PAINTED FLAT BLACK.

15 INSULATION MATERIAL SHALL MEET THE STATE QUALITY STANDARD PER SECTION 120.4 OF THE 2016

CALIFORNIA ENERGY CODE (CEC).

16. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF 2016

CEC SECTION 120.3 AND TABLE 120.3-A.

17. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 112 AND 122 CEC.

18. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS OF SECTIONS 111-113, 115,

AND 120-129 CEC.

OUTDOOR UNIT (CONDENSER) VRF HEAT PUMP SCHEDULE

CODE

OU-201

NOTES:

1. DISCONNECT, SERVICE VALVES, FACTORY CONTROLS, INSULATED REFER PIPING

DESCRIPTION

VRF CONDENSER HEAT PUMP

LOCATION

ROOM 356

NOMINAL CAPACITY

TONS

5

CAPAICY (BTUH)

COOLING

60,000

HEATING

66,000

EFFICIENCY

SEER

16.5

COP

3.70

MCA

35

MOCP

40

ELECT

V/PH

208/3

CONTROL

THERMOSTAT

WEIGHT

(LBS)

325

HEIGHT

(IN)

52

PART

NO.

PUMY-P60NKMU-BS

MFG

MITSUBISHI

REMARKS

1

HANGERS AND PIPING SUPPORTS

SIZE OF PIPE (INCH)

COPPER TUBE & PIPE

1-1/2" & SMALLER

2" AND LARGER

SPACING OF SUPPORTS (FEET)

HORIZONTAL

6'

10'

VERTICAL

EACH FLOOR, NOT TO

EXCEED 10'

PIPE SIZE

1/2" TO 4"

2013 CALIFORNIA PLUMBING CODE TABLES 313.6

TYPE OF JOINT

SOLDERED OR

BRAZED

THREADED HANGER ROD SIZE

3/8"

INSTALL LISTED PIPE HANGER SUPPORT

COMPONENTS PER MFR. RECOMMENDATIONS. VERIFY

ALL ATTACHMENT TO STRUCTURE WITH STRUCTURAL

ENGINEER PRIOR TO INSTALLATION. PIPE HANGERS

AND SUPPORTS, MATERIALS, DESIGN AND

MANUFACTURE SHALL CONFORM TO ANSI/MSS SP-58.

CLEVIS HANGER

JOIST HANGER

THREADED

HANGER ROD

FOR SIZE

SEE TABLE

LAG BOLT

EXPANSION BOLT

CLEVIS

THREADED

HANGER

ROD TO

STRUCTURE

PROVIDE PIPE SLEEVE

ESCUTCHEON AT ALL

PENETRATIONS

2013 CALIFORNIA PLUMBING CODE TABLES 313.1

5" TO 8" 1/2"

VRF INDOOR UNIT (FAN COIL) SCHEDULE

CODE

IU-201

NOTES:

1. "CANFAB PEFY SERIES" MIXING BOX WITH MOTORIZED ACTUATOR AND CONTROLS POWERED BY INDOOR UNIT, (2" MERV 13).

2. CONDENSATE PUMP, THERMOSTAT, CO2 SENSOR SPRING ISOLATION MOUNTING, BMS INTERFACE.

DESCRIPTION

DUCTED

LOCATION

ATTIC

AREA SERVES

RM. 356

NOMINAL CAPACITY

TONS

4.5

CAPACITY (BTUH)

COOLING

54,000

HEATING

60,000

CFM

1,400

OSA

650

SP (in)

0.64

MCA

4.29

MOCP

15

ELECT

V/PH

208/1

CONTROL

THERMASTAT

SOUND

dBA

41

WEIGHT

(LBS)

175

HEIGHT

(IN)

15

PART

NO.

PEFY-P54NMHU-E2

MFG

MITSUBISHI

REMARKS

1,2

GRILLES & REGISTERS

CODE

CD-1

RG-1

TG-1

NOTES:

1. PROVIDE NECK TRANSITIONS

2. 1/2"x1/2"X1/2" GRID

DESCRIPTION

SUPPLY

RETURN

TRANSFER

LOCATION

RM 356

RM 356

RM 356

SIZE

24"x24"

24"x24"

24"x24"

NECK

10"

18"x18"

18"x18"

MAX

CFM

300

1,200

1,200

MAX

SP

--

--

--

DUCT

SIZE

10"

16"

16"

BLADE

SPACING

--

--

--

BLADE

DEFLECTION

--

--

--

MTG

LAY-IN

LAY-IN

LAY-IN

PN

MCD

50F

50F

MFR

TITUS

TITUS

TITUS

REMARKS

1

1,2

1,2

OUTSIDE AIR REQUIREMENT

FLOOR AREA

FT2

1,300

PEOPLE

45

CONTINUOUS VENTILATION TOTAL:

ACCOMPLISHED BY:

MODULATING MIXING BOX SET TO MINIMUM OSA.

OSA TO 100% UPON DEMAND PER CO2 SENSOR

FACTOR

CFM/FT2

0.12

FACTOR

CFM/PERSON

10

CFM

156

CFM

450

606 CFM

CHAPTER 11 REFRIGERATION CONCENTRATION LIMIT

COMPLIANCE CALCULATION:

R410A = 26 LBS./ 1000 CU. FT. OF SPACE MAXIMUM PER

CPC TABLE 1102.2.

OU-201 CHARGE = 21.0 LBS.

TOTAL SPACE CONCENTRATION = 1.7 LBS/ 1,000 CU.FT.

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X

XX

XX

XX

XX

X

XX

XX

XX

XX

X

XX

X

X

X X

X X

X X

X

X

X X

X X X

X

X

X

X X

X

X

X

X

X

X

X

X

X X X X X X X X X X X X

X X X X X X X X X X X X X

X

X

X X

(E)12"x12" EA

DUCT BELOW

38"x14" SA

(E)EA HOOD

(E)36"x14"

TYP. 11

(E

)38"x14"

(E)12"x12"

TYP. 5

(E)36"x18",UP

(E)28"x38",UP

(E)BASE HEATER

21"H x 6"W x 8'H

XX

XX

XX

X

XX

XX

XX

XX

X

X

X

X

X

X X

XX

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X X

X

X

X X

X

X

X X

X X

XX

XX

X

XX

XX

X

X

X

X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

(E)12"x12"

RM. 356

(E)EA HOOD

(E

)38"x14"

(E)HHWS & R

RISERS.

X

1

2

HED

8

9

10

11

12

X

X

X

X

X X

XX

X X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

X X X

XX

XX

XXX

X

X

X

X

X

X

(E) 98"x26"

(E) 74"x26"

(E) 50"x26"

(E) AH-6

(E) 38"x28"

SA DROP

(E) 38"x18"

EA DROP

(E) LOUVER

PLENUM

(E) LOUVER

ROOF LINE

(E) AH-5

(E) EA RISER.

(E) EF-8

2

POD

POD

8

9

10

11

12

HED

William

F

ish

er A

rch

itectu

re, In

c.

60

3 F

ro

nt S

tre

et, S

an

ta

C

ru

z, C

alifo

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ia

9

50

60

83

1 2

46

-0

11

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ite

ctu

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.co

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mo

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ctu

re

.co

m

LicensedArchitect

William Fisher

10/31/19

RENEWS ON

A

I

N

O

F

I

L

A

R

C

COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

Date Printed:

7/19/2019 1:28:28 PM

Cabrillo College

Ca

brillo

C

olle

ge

Ro

om

3

56

, B

uild

in

g 3

50

26

00

S

oq

ue

l A

ve

.

Ap

to

s, C

A 9

50

03

Issue Date

Revision Schedule

Rev. No. Date

9699 Blue Larkspur Lane, Suite 203 Monterey, CA 93940Telephone (831) 373-4390 / Facsimile (831) 373-6522www.listengineering.com © LEC 2019Job No. 19023.00

List EngineeringMechanical Consultants

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No. 23440

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EXP. 12-31-20

D

M1.1

ME

CH

AN

IC

AL

D

EM

OL

IT

IO

N

FL

OO

R A

ND

A

TT

IC

P

LA

NS

2

M1.1

SCALE:1/4"=1'-0"

MECHANICAL - DEMOLITION FLOOR PLAN

DEMOLITION NOTE

1. REMOVE EXISTING WATER SOURCE

BASE HEATER AND HHWS & R PIPING IN

WALL AND CAP BRANCHES IN ATTIC

SPACE.

2. REMOVE EXISTING EQUIPMENT AND

DUCTING AS INDICATED.

GENERAL NOTES

1. FIELD VERIFY LOCATION, SIZE AND

CONNECTIONS OF ALL EXISTING

EQUIPMENT DUCTING AND PIPING.

2. PATCH AND REPAIR PER

ARCHITECTURAL SPECIFICATIONS, ALL

ROOF AND WALL OPENINGS

RESULTING FROM THE REMOVAL OF

EQUIPMENT, VENTING, DUCTING AND

PIPING.

1

M1.1

SCALE:1/4"=1'-0"

MECHANICAL - DEMOLITION ATTIC PLAN

0 42 81SCALE: 1/4" = 1'-0"

0 42 81SCALE: 1/4" = 1'-0"

NORTH

IU-201 T

IU

201

OU

201

CD-1

250 CFM

CD-1

230 CFM

CD-1

230 CFM

CD-1

230 CFM

CD-1

230 CFM

CD-1

230 CFM

TG-1

M3.1

1

10"Ø

14"Ø

10"Ø

1

0

"

Ø

20"x12" AL

20"x16" AL

10"Ø

10"Ø

10"Ø

12"Ø

POC

(E

) 74"x26" O

SA

(E) 50"x26" OSA

1

2

3

4

5

24"x18"

REFRIGERANT LINE SET

CO2 S

POC

BD, TYPICAL

(E)EQUIPMENT

(E) 98"x26" OSA

(E) LOUVER

6

IN CEILING SPACE

M3.1

2

M3.1

3

M3.1

5

M3.1

4

16"Ø

RG-1

TYP. 2

TG-1

OSA

DUCT

40"x10"

RELIEF/ BDD

TYPICAL

TYPICAL

TYPICAL

M3.1

3

(E) EAD RISER

16"Ø

(3/8" LIQUID, 3/4" GAS)

8

9

10

11

12

13

JHED JHED

William

F

ish

er A

rch

itectu

re, In

c.

60

3 F

ro

nt S

tre

et, S

an

ta

C

ru

z, C

alifo

rn

ia

9

50

60

83

1 2

46

-0

11

7 b

ill@

mo

de

rn

-a

rch

ite

ctu

re

.co

m

mo

de

rn

-a

rch

ite

ctu

re

.co

m

LicensedArchitect

William Fisher

10/31/19

RENEWS ON

A

I

N

O

F

I

L

A

R

C

COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

Date Printed:

7/19/2019 1:28:28 PM

Cabrillo College

Ca

brillo

C

olle

ge

Ro

om

3

56

, B

uild

in

g 3

50

26

00

S

oq

ue

l A

ve

.

Ap

to

s, C

A 9

50

03

Issue Date

Revision Schedule

Rev. No. Date

9699 Blue Larkspur Lane, Suite 203 Monterey, CA 93940Telephone (831) 373-4390 / Facsimile (831) 373-6522www.listengineering.com © LEC 2019Job No. 19023.00

List EngineeringMechanical Consultants

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No. 23440

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ES

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E

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R

M

N

O

R

N

I

G

E

N

S

I

O

A

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L

L

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B

EXP. 12-31-20

D

M2.1

ME

CH

AN

IC

AL

N

EW

W

OR

K

PL

AN

1

M2.1

SCALE:1/4"=1'-0"

MECHANICAL - NEW WORK PLAN

GENERAL NOTES

1. FIELD VERIFY EXISTING CONDITIONS,

SIZES AND LOCATION OF POINTS OF

CONNECTION.

2. EXHAUST AND OUTSIDE AIR SHALL BE

ACCOMPLISHED BY CONNECTION TO

EXISTING DUCTWORK. THERE SHALL BE

NO NEW PENETRATIONS THRU ROOF.

SHEET NOTES

1. CONNECT NEW OUTSIDE AIR (OSA) DUCT

TO EXISTING BRANCH FROM OSA MAIN.

2. MIXING BOX WITH MODULATING OA AND

RA DAMPER AND CONTROLS. SET OSA

PER SCHEDULE.

3. OFFSET REFRIGERANT LINE SET DOWN

THRU WALL TO WITHIN FIRST LEVEL

CEILING AND ROUTE LINES TO

EXTERIOR WALL PENETRATION.

4. REFRIGERANT LINE SET THRU EXTERIOR

WALL, WEATHER TIGHT PIPE SLEEVE AT

6" ABOVE INTERIOR FINISHED FLOOR.

OFFSET LINE SET TO EQUIPMENT PAD.

5. CONDENSER UNIT MOUNTED ON

CONCRETE PAD. LOCATE UNIT PER

MANUFACTURES RECOMMENDED

CLEARANCES.

6. CONNECT NEW RELIEF DUCT TO

EXISTING EXHAUST DUCT.

SEQUENCE OF OPERATION

1. IU-2O1 OPERATION SHALL BE

CONTROLLED BY THERMOSTAT.

2. MIXING BOX OSA DAMPER SHALL

FULLY OPEN AND RA DAMPER SHALL

FULLY CLOSE UPON SIGNAL FROM CO2

DETECTIOR.

NORTH0 42 81SCALE: 1/4" = 1'-0"

William

F

ish

er A

rch

itectu

re, In

c.

60

3 F

ro

nt S

tre

et, S

an

ta

C

ru

z, C

alifo

rn

ia

9

50

60

83

1 2

46

-0

11

7 b

ill@

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de

rn

-a

rch

ite

ctu

re

.co

m

mo

de

rn

-a

rch

ite

ctu

re

.co

m

LicensedArchitect

William Fisher

10/31/19

RENEWS ON

A

I

N

O

F

I

L

A

R

C

COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

Date Printed:

7/19/2019 1:28:28 PM

Cabrillo College

Ca

brillo

C

olle

ge

Ro

om

3

56

, B

uild

in

g 3

50

26

00

S

oq

ue

l A

ve

.

Ap

to

s, C

A 9

50

03

Issue Date

Revision Schedule

Rev. No. Date

9699 Blue Larkspur Lane, Suite 203 Monterey, CA 93940Telephone (831) 373-4390 / Facsimile (831) 373-6522www.listengineering.com © LEC 2019Job No. 19023.00

List EngineeringMechanical Consultants

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R

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S

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G

E

E

No. 23440

L

I

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A

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C

L

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ES

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O

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EXP. 12-31-20

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M3.1

ME

CH

AN

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ET

AIL

S

RECTANGULAR DUCT SUPPORTS

5

M3.1 NO SCALE

1. FOR HANGERS SIZE AND SPACING, SEE SMACNA HVAC RECTANGULAR DUCT HANGERS MINIMUM

SIZE TABLE 5-1.

2. FOR UPPER ATTACHMENT TO BUILDING, SEE SMACNA HVAC FIG. 5-2, FIG. 5-3, AND FIG. 5-4 WITH

SPECIFIC BUILDING STRUCTURAL ENGINEER APPROVAL. FOR LOWER HANGER ATTACHMENTS,

SEE SMACNA HVAC FIG. 5-5.

3. FOR BRACING AND OTHER SEISMIC REQUIREMENTS, SEE GUIDELINES FOR SEISMIC RESTRAINTS

OF MECHANICAL SYSTEMS & PLUMBING PIPING SYSTEMS PUBLISHED BY SMACNA AND PPIC AS

APPROVED BY OFICE OF STATE ARCHITECT 10/32/82, OSHPD PRE-APPROVED R0010. ALSO REFER

TO NATIONAL UNIFORM SEISMIC INSTALLATION GUIDELINES (NUSIG) 1991 AS APPROVED BY

OFFICE OF THE CALIFORNIA STATE ARCHITECT, OSHPD PRE- APPROVED R0215.

NOTES:

STRAP HANGERS

SCREWS

BOLT CORNERS

TRAPEZE HANGERS

1" MINIMUM

HANGER STRAPS

60" MAX.

ANGLE HANGER

ROD HANGER

BAND (2)1"x16 GA

HANGER ROD

LOAD RATED FASTENER

BAND (2)1"x18 GA

STRAP HANGER

OVER 50 INCH DIA.

50 INCH DIA. MAX.

24 INCH DIA. MAX.

(WIRE HANGERS

NOT PERMITTED)

NOTES:

1. FOR HANGER SIZE AND SPACING, SEE SMACNA HVAC

MINIMUM HANGER SIZES FOR ROUND DUCT TABLE 5-2.

2. FOR UPPER ATTACHMENT TO BUILDING SEE SMACNA

HVAC FIG. 5-2, FIG. 5-3, AND FIG 5-4. FOR LOWER SUPPORTS

SEE SMACNA HVAC FIG. 5-5.

3. FOR BRACING AND OTHER SEISMIC REQUIREMENT SEE

GUIDELINES MECHANICAL SYSTEMS AND PLUMBING.

ALSO REFER TO NATIONAL UNIFORM SEISMIC INSTALLATION.

ROUND DUCT SUPPORTS

4

M3.1 NO SCALE

FAN COIL, BS AND ERV UNIT MOUNTING DETAIL

1

M3.1 NO SCALE

2" DEFLECTION SPRING ISOLATOR

DUCTED FAN COIL,

BS UNIT OR ERV.

(2)1/2"Ø LAG BOLT

TO BLOCKING MIN. 3-1/2" EMBED

OR (2)1/2"Ø THUR BOLTS, NUTS &

WASHERS WHEN ATTACHING TO

JOISTS.

WOOD JOISTS

3/8"Ø BOLTS AND WASHERS

SWAY BRACE AS REQUIRED.

3/8" Ø THREADED ROD

CONDENSATE DRIP PAN

3/8"Ø BOLTS AND WASHERS

CONDENSER MOUNTING DETAIL

2

M3.1 NO SCALE

2"

TYP

(E) 6" CONCRETE

HOUSEKEEPING PAD

SEE STRUCTURAL

DRAWINGS.

3" M

IN

EM

BE

D

3/8"Ø EXPANSION

BOLT. USE HILTI

KB-TZ (TYP)

EQUIPMENT

NOTES:

1. IF THERE IS INSUFFICIENT HEADROOM

FOR TOP CONNECTION

AS DETAILED, USE SIDE CONNECTION.

CEILING DIFFUSER INSTALLATON

3

M3.1 NO SCALE

D MIN.

6" MIN.

D

D

ROUND DUCT ADAPTER FOR

RECTANGULAR DIFFUSERS

CEILING DIFFUSER

TOP CONNECTION

2-3/4" MIN.

THERMAL DUCT INSULATION

R = D

MAX. 6FT. LENGTH FLEXIBLE

DUCT FULLY EXTENDED

SIDE CONNECTION

DIFFUSERCEILING

DIFFUSER NECK SIZE

MAX. 6FT. LENGTH FLEXIBLE

DUCT FULLY EXTENDED

ROUND DUCT CONNECTOR

UNIT FOOT

EQUIPMENT

USE B-LINE CHANNEL

AND CLAMPING SYSTEM

OR EQUAL

PIPING

B-LINE SERIES

C6 OR EQUAL

FINISHED GRADE

SUPPORT FOR PIPING

6

M3.1 NO SCALE

William

F

ish

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rch

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re, In

c.

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LicensedArchitect

William Fisher

10/31/19

RENEWS ON

A

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COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

Date Printed:

7/19/2019 1:28:28 PM

Cabrillo College

Ca

brillo

C

olle

ge

Ro

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3

56

, B

uild

in

g 3

50

26

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S

oq

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A 9

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Issue Date

Revision Schedule

Rev. No. Date

9699 Blue Larkspur Lane, Suite 203 Monterey, CA 93940Telephone (831) 373-4390 / Facsimile (831) 373-6522www.listengineering.com © LEC 2019Job No. 19023.00

List EngineeringMechanical Consultants

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No. 23440

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1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA PLUMBING

CODE AND ALL OTHER APPLICABLE CODES AND REGULATIONS, INCLUDING THE 2016 CALIFORNIA

ENERGY CONSERVATION STANDARDS OF TITLE 24.

2. LOCATION OF ALL ROOF OPENINGS AND THE LOCATION OF ALL ROOF MOUNTED EQUIPMENT

SUPPORTS ARE DETAILED ON THE STRUCTURAL AND ARCHITECTURAL PLANS.

3. PLATFORMS, CURBS AND FLASHING FOR EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL

AND ARCHITECTURAL PLANS. COORDINATE THE EXACT SIZES OF REQUIRED OPENINGS AND

SUPPORT FOR THE FURNISHED EQUIPMENT.

4. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT

MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND OTHER

DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

5. ALL EQUIPMENT, PIPING, AND OTHER DEVICES AND MATERIALS INSTALLED OUTSIDE THE BUILDING

OR OTHERWISE EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHERPROOFED.

6. PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA “GUIDELINES FOR SEISMIC RESTRAINTS OF

MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS.”

7. COORDINATE PLUMBING SYSTEMS WITH WORK OF OTHER TRADES PRIOR TO ANY FABRICATION OR

INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE

WORKABLE INSTALLATION.

8. EXPOSED PIPING ALLOWED ONLY WHERE INDICATED. PROVIDE ESCUTCHEONS IN FINISHED AREAS.

9. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL PLUMBING EQUIPMENT.

10. PROVIDE ROUGH-IN AND FINAL CONNECTIONS FOR EQUIPMENT PROVIDED UNDER OTHER DIVISIONS

OF THE SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EQUIPMENT.

11. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED BY AN APPROVED MATERIAL AS

PRESCRIBED IN CBC SECTION 714.

12. REFER TO STRUCTURAL DRAWING FOR LOCATIONS OF BEAMS, SHEAR WALLS AND MEMBERS. ALL

DRILLING OF STRUCTURAL BEAMS AND MEMBERS TO BE COORDINATED WITH THE STRUCTURAL

ENGINEER. ALL HOLES SHALL BE MINIMUM SIZE AND APPROVED BY STRUCTURAL ENGINEER PRIOR

TO DRILLING.

13. FIELD VERIFY LOCATION AND SIZE OF ALL EXISTING PIPING, DUCTWORK AND EQUIPMENT PRIOR TO

FABRICATION OF ANY NEW WORK.

14. ALL WATER CLOSETS CONTROLS SHALL BE ON THE SIDE OF THE FIXTURE AWAY FROM THE WALL.

15. ALL FAUCET CONTROLS SHALL BE OPERABLE WITH THE HAND AND SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING OR TWISTING OF THE WRIST.

16. PC SHALL PROVIDE CONCRETE INSERTS FOR HANGING PLUMBING EQUIPMENT, COORD. W/ GC.

GENERAL PLUMBING NOTES

GREASE WASTE (EXISTING)

(N) WASTE PIPING (ABOVE FLOOR)

WASTE PIPING (EXISTING)

VACUUM PIPING (NEW)

SUB-SOIL PIPING

STORM DRAIN (NEW)

VENT PIPING (NEW)

UNION

STRAINER

STORM DRAIN (EXISTING)

ROOF DRAIN

RAIN WATER LEADER

T & PRV RELIEF VALVE

PRESSURE REDUCING VALVE

PIPE TEE DOWN

PIPE TURNING DOWN (DROP)

PIPE TURNING UP (RISE)

RWL

REDUCER

PETES PLUG

OXYGEN PIPING (EXISTING)

HOSE BIBB ((E) 3/4" MIN.)

PIPE HANGER

HPG

GATE VALVE

GLOBE VALVE

DIRECTION OF FLOW

DRY STANDPIPE

FIRE SPRINKLER PIPING

FLANGED UNION

FLOOR DRAIN/ AREA DRAIN

FLOOR SINK

FM FORCE MAIN

GAS COCK

BALANCING COCK

COMPRESSED AIR PIPING (E)

CAP

CHECK VALVE

CLEANOUT

BALL VALVE

FL

DSP

WSP WET STANDPIPE (NEW)

TRAP PRIMER (TP)

GCO GROUND CLEANOUT

VTR VENT THRU ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WH WATER HEATER

WHA WATER HAMMER ARRESTOR

WM WATER METER

VIF VERIFY IN FIELD

V VENT

TP TRAP PRIMER

SS SANITARY SEWER

SOV SHUTOFF VALVE

SD STORM DRAIN

RD ROOF DRAIN

PVC POLYVINYL CHLORIDE PIPE

PRV PRESSURE REDUCING VALVE

PIV POST INDICATION VALVE

PC PLUMBING CONTRACTOR

OFD OVERFLOW DRAIN

(N) NEW

NPW NON POTABLE WATER

MC MECHANICAL CONTRACTOR

LAV LAVATORY

IE: INVERT ELEVATION

DCW DOMESTIC COLD WATER

HB HOSE BIBB

GPM GALLONS PER MINUTE

GC GENERAL CONTRACTOR

FSC FIRE SPRINKLER CONTRACTOR

FD FLOOR DRAIN

FCO FLOOR CLEANOUT

FC FLEX CONNECTOR

EL ELEVATION

EC ELECTRICAL CONTRACTOR

(E) EXISTING

DSP DRY STAND PIPE

DS DOWN SPOUT

DN DOWN

DCV DETECTOR CHECK VALVE

HWS HOT WATER SUPPLY

CD CONDENSATE

CAST IRON

CFH CUBIC FEET PER HOUR

CB CATCH BASIN

BV BALL VALVE

AP ACCESS PANEL

AFF ABOVE FINISH FLOOR

BACKFLOW PREVENTOR

REDUCED PRESSURE

POINT OF CONNECTION

TO EXISTING

RPBFP

SYMBOLS & ABBREVIATIONS (PLUMBING)

LPG

O2

A

GW

SD

SD

VAC

LIQUID PETROLEUM GAS

PIPING (EXISTING)

WASTE PIPING -

UNDERGROUND (NEW)

WATERHAMMER ARRESTOR

(WHA)

DEIONIZED WATER (EXISTING)D

VACUUM PIPING (EXISTING)VAC

VENT PIPING (EXISTING)

WSP WET STANDPIPE (EXISTING)

CA COMPRESSED AIR PIPING

(F) FIRE SPRINKLER PIPING

DHW DOMESTIC HOT WATER

FM FORCE MAIN

CI

FS FLOOR SINK

DHWR DOMESTIC HOT WATER RETURN

HPG HIGH PRESSURE GAS

LPG LOW PRESSURE GAS

O2 OXYGEN

PP PETES PLUG

POC POINT OF CONNECTION

POD POINT OF DEMOLITION

RWL RAIN WATER LEADER

VAC VACUUM

SDCW SOFT DOMESTIC COLD WATER

SDHW SOFT DOMESTIC HOT WATER

GW GREASE WASTE

RWL RAIN WATER LEADER (EXISTING)

DOMESTIC COLD

WATER (NEW)

GAS PIPING (EXISTING)G

GAS PIPING (NEW)G

HIGH PRESSURE GAS

PIPING

LPG

LIQUID PETROLEUM GAS

PIPING (NEW)

OXYGEN PIPING (NEW)

O2

GREASE WASTE (NEW)GW

AV ACID VENT

AW ACID WASTE

CHROME PLATEDCP

FL FIRE LINE

AV ACID VENT

DOMESTIC COLD

WATER (EXISTING)

DOMESTIC HOT WATER

(EXISTING)

DOMESTIC HOT WATER (NEW)

DOMESTIC HOT WATER RETURN

(EXISTING)

DOMESTIC HOT WATER RETURN

(NEW)

AFCO ACID FLOOR CLEANOUT

AGCO ACID GRADE CLEANOUT

AFD ACID RESISTANT FLOOR DRAIN

AVTR ACID VENT THRU ROOF

AWCO ACID WALL CLEANOUT

PIPE (ABOVE THE CEILING)

VB VALVE BOX

PIPE SUPPORT

1

P0.1 NO SCALE

JOIST HANGER

LAG BOLT

CLEVIS HANGER

EXPANSION BOLT

CLEVIS

HANGERS AND PIPING SUPPORTS

SIZE OF PIPE (INCH)

GAS PIPING (STEEL, BRASS & TINNED COPPER)

1/2"

3/4"-1"

1-1/4" AND LARGER

WATER OR DWV PIPING (STEEL & BRASS)

3/4" & SMALLER

1" AND LARGER

COPPER TUBE & PIPE

1-1/2" & SMALLER

2" AND LARGER

SPACING OF SUPPORTS (FEET)

HORIZONTAL

6'

8'

10'

10'

12'

6'

10'

VERTICAL

6'

8'

EVERY FLOOR LEVEL

EVERY OTHER FLOOR

NOT TO EXCEED 25'

EACH FLOOR, NOT TO

EXCEED 10'

PIPE SIZE

1/2" TO 4"

5" TO 8"

10" TO 12"

2013 CALIFORNIA PLUMBING CODE TABLES 313.6

TYPE OF JOINT

THREADED OR

WELDED

THREADED OR

WELDED

SOLDERED OR

BRAZED

THREADED HANGER ROD SIZE

3/8"

1/2"

5/8"

THREADED

HANGER ROD TO

STRUCTURE

THREADED HANGER ROD

FOR SIZE SEE TABLE

PROVIDE PIPE SLEEVE

ESCUTCHEON AT ALL

PENETRATIONS

INSTALL LISTED PIPE HANGER SUPPORT COMPONENTS PER MFR. RECOMMENDATIONS.

VERIFY ALL ATTACHMENT TO STRUCTURE WITH STRUCTURAL ENGINEER PRIOR TO

INSTALLATION. PIPE HANGERS AND SUPPORTS, MATERIALS, DESIGN AND

MANUFACTURE SHALL CONFORM TO ANSI/MSS SP-58.

2013 CALIFORNIA PLUMBING CODE TABLES 313.1 & TABLE 1210.2.4.1

DRAWING INDEX

DWG #

P0.1

P1.1

DRAWING DESCRIPTION

PLUMBING LEGEND, NOTES SCHEDULES AND DETAILS

PLUMBING DEMOLITION AND NEW WORK PLANS

X X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

(E)SINK

RM. 356

2

1

1

(E)SINK

2

HED

8

9

10

11

12

HED

8

9

10

11

12

IU-201

(E) JANITOR

SINK

3

CO

CO

CO

2

TYPICAL

1

SLOPE

P0.1

1

William

F

ish

er A

rch

itectu

re, In

c.

60

3 F

ro

nt S

tre

et, S

an

ta

C

ru

z, C

alifo

rn

ia

9

50

60

83

1 2

46

-0

11

7 b

ill@

mo

de

rn

-a

rch

ite

ctu

re

.co

m

mo

de

rn

-a

rch

ite

ctu

re

.co

m

LicensedArchitect

William Fisher

10/31/19

RENEWS ON

A

I

N

O

F

I

L

A

R

C

COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.

Date Printed:

7/19/2019 1:28:28 PM

Cabrillo College

Ca

brillo

C

olle

ge

Ro

om

3

56

, B

uild

in

g 3

50

26

00

S

oq

ue

l A

ve

.

Ap

to

s, C

A 9

50

03

Issue Date

Revision Schedule

Rev. No. Date

9699 Blue Larkspur Lane, Suite 203 Monterey, CA 93940Telephone (831) 373-4390 / Facsimile (831) 373-6522www.listengineering.com © LEC 2019Job No. 19023.00

List EngineeringMechanical Consultants

S

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No. 23440

L

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SCALE:1/4"=1'-0"

PLUMBING FLOOR PLAN - NEW WORK

DEMOLITION NOTE

1. REMOVE EXISTING SINK AND FAUCET

SETS.

2. REMOVE EXISTING DRAIN, ISLAND

VENT AND WATER SUPPLY PIPING

ABOVE FLOOR. CAP EXISTING

BRANCHES BELOW FLOOR.

GENERAL NOTES

1. FIELD VERIFY LOCATION, SIZE

CONNECTIONS AND SERVICE OF ALL

EXISTING EQUIPMENT AND PIPING.

2. PATCH AND REPAIR PER

ARCHITECTURAL SPECIFICATIONS, ALL

WALL, FLOOR AND ROOF OPENINGS

RESULTING FROM THE REMOVAL OF

EQUIPMENT, VENTING AND PIPING.

SHEET NOTES

1. CONNECT 3/4" CONDENSATE DRAIN TO

IU-201 WITH CONDENSATE PUMP.

2. 3/4" CONDENSATE DRAIN IN CEILING

SPACE. SLOPE MINIMUM 1/4" PER FOOT

SLOPE.

3. DISCHARGE CONDENSATE DRAIN

INDIRECTLY WITH MINIMUM 1" AIR GAP

AND TURNED DOWN ELBOW TO

EXISTING JANITOR SINK.

0 42 81SCALE: 1/4" = 1'-0"

NORTH

GENERAL NOTES

1. FIELD VERITY EXISTING CONDITIONS,

SIZES AND LOCATIONS OF POINTS OF

CONNECTION.

1

P1.1

SCALE:1/4"=1'-0"

PLUMBING FLOOR PLAN - NEW WORK

0 42 81SCALE: 1/4" = 1'-0"