c−11008 cabrillo college room 356 (remodel) 350 … · room 356 (remodel) 350 building general...
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Licensed
Architect
William Fisher
C−11008
10/31/19RENEWS ON
AINOFIL
AR
C
COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.
Date Printed:10/2/2019 11:29:52 AM
Cabrillo College
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Gen
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Pro
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Info
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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: [email protected]
ARCHITECTWilliam FIsher Architecture, Inc.
Contact:Brian [email protected](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: [email protected]
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
gra
de
6"
min
.
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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Licensed
Architect
William Fisher
C−11008
10/31/19RENEWS ON
AINOFIL
AR
C
COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.
Date Printed:10/2/2019 2:42:05 PM
Cabrillo College
A2.0
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003
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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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modern
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Licensed
Architect
William Fisher
C−11008
10/31/19RENEWS ON
AINOFIL
AR
C
COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.
Date Printed:10/10/2019 4:44:45 PM
Cabrillo College
A3.1
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003
Issue Date
De
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Revision Schedule
Rev. No. Date
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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LicensedArchitect
William FisherC-11008
10/31/19
RENEWS ON
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Date Printed:
9/10/2019
Cabrillo C
ollege
Room
356, B
uilding 350
2600 S
oquel A
ve.
Aptos, C
A 95003
Issue Date
Revision Schedule
Rev. No. Date
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William FisherC-11008
10/31/19
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Date Printed:
9/10/2019
Cabrillo C
ollege
Room
356, B
uilding 350
2600 S
oquel A
ve.
Aptos, C
A 95003
Issue Date
Revision Schedule
Rev. No. Date
303 P
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SA
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PH
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Mechanical Equipment Pad on
Lower level
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LicensedArchitect
William FisherC-11008
10/31/19
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A
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Date Printed:
9/10/2019
Cabrillo C
ollege
Room
356, B
uilding 350
2600 S
oquel A
ve.
Aptos, C
A 95003
Issue Date
Revision Schedule
Rev. No. Date
303 P
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PH
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LicensedArchitect
William FisherC-11008
10/31/19
RENEWS ON
A
I
N
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F
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A
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C
Date Printed:
9/10/2019
Cabrillo C
ollege
Room
356, B
uilding 350
2600 S
oquel A
ve.
Aptos, C
A 95003
Issue Date
Revision Schedule
Rev. No. Date
303 P
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RO
S
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SA
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A C
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A 95060
PH
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William FisherC-11008
10/31/19
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N
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F
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A
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Date Printed:
9/10/2019
Cabrillo C
ollege
Room
356, B
uilding 350
2600 S
oquel A
ve.
Aptos, C
A 95003
Issue Date
Revision Schedule
Rev. No. Date
303 P
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RO
S
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SA
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COPYRIGHT 2019, WILLIAM FISHER ARCHITECTURE, INC.
Date Printed:
7/19/2019 1:28:28 PM
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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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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
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9
50
60
83
1 2
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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
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olle
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in
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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
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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
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alifo
rn
ia
9
50
60
83
1 2
46
-0
11
7 b
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-a
rch
ite
ctu
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.co
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mo
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ite
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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
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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
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E
No. 23440
L
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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
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-a
rch
ite
ctu
re
.co
m
mo
de
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-a
rch
ite
ctu
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.co
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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
R
R
I
S
T
E
G
E
E
No. 23440
L
I
T
A
T
F
O
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CA
A N
H
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C
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E
R
A
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N
R
F
O
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L
A
C
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A
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ES
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EXP. 12-31-20
D
M3.1
ME
CH
AN
IC
AL
D
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
er A
rch
itectu
re, In
c.
60
3 F
ro
nt S
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C
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alifo
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9
50
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83
1 2
46
-0
11
7 b
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-a
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.co
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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
R
R
I
S
T
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G
E
E
No. 23440
L
I
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A
T
F
O
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CA
A N
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C
E
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R
A
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O
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L
A
C
L
A
F
ES
O
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E
P
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N
O
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N
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E
N
S
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L
L
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U
B
EXP. 12-31-20
D
P0.1
PL
UM
BIN
G L
EG
EN
D,
NO
TE
S, S
CH
ED
UL
ES
AN
D D
ET
AIL
S
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
R
R
I
S
T
E
G
E
E
No. 23440
L
I
T
A
T
F
O
E
CA
A N
H
M
C
E
E
R
A
I
N
R
F
O
I
L
A
C
L
A
F
ES
O
D
E
P
R
M
N
O
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N
I
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E
N
S
I
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L
L
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U
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EXP. 12-31-20
D
P1.1
PL
UM
BIN
G
DE
MO
LIT
IO
N A
ND
N
EW
WO
RK
P
LA
NS
2
P1.1
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"