ADDENDUM 01
To: Bidders Subject: Addendum 01 Date: April 29, 2019
From: Jesse Allen, GSBS Architects
Project: MTOID Office Remodel
Copies: Dean Ayala, MTOID
Construction Documents dated 04/18/2019 were posted on Mt. Olympus Improvement District’s website
on Friday, 04/19/2019. Items in this addendum apply to all drawings and specification sections whether
referenced or not involving the portion of the work added, deleted, modified, or otherwise addressed in
this addendum.
Receipt of this addendum shall be acknowledged by inserting its number and date on the bid form.
This addendum consists of the following:
1) Revised Mechanical Drawings:
a. Updated floorplan consistent with the rest of the Construction Documents. Including the
walls in the central restroom area on the Plumbing Plan.
b. Engineer’s stamp
c. Updated title block indicating “Construction Documents” instead of “Schematic Design”
d. Updated issue date of 04/18/2019.
SECTION 230080 - SELECTIVE MECHANICAL DEMOLITION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Demolition and removal of selected portions of building or mechanical systems.
2. Salvage of existing items to be reused or recycled.
1.3 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site, unless
indicated to be removed and reinstalled.
B. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and
reinstall them where indicated.
C. Existing to Remain: Existing items of construction that are not to be removed and that are not
otherwise indicated to be removed or removed and reinstalled.
1.4 PROJECT CONDITIONS
A. Hazardous Materials: It is not expected that hazardous materials will be encountered in the
Work.
1. If materials suspected of containing hazardous materials are encountered, do not
disturb; immediately notify Architect and Owner.
B. Utility Service: Maintain existing utilities in service and protect them against damage during
selective demolition operations.
PART 2 - EXECUTION
2.1 EXAMINATION
A. Survey existing conditions and correlate with requirements indicated to determine extent of
selective demolition required.
B. When unanticipated mechanical, electrical, or structural elements that conflict with intended
function or design are encountered, investigate and measure the nature and extent of conflict.
Promptly submit a written report to Architect.
2.2 UTILITY SERVICES AND MECHANICAL SYSTEMS
A. Existing Services/Systems: Maintain all services and systems and protect them against
damage during selective demolition operations.
2.3 PREPARATION
A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal
operations to ensure minimum interference with roads, streets, walks, walkways, and other
adjacent occupied and used facilities.
1. Comply with requirements for access and protection specified in Section 015000 -
Temporary Facilities and Controls.
B. Temporary Facilities: Provide temporary barricades and other protection required to prevent
injury to people.
2.4 SELECTIVE DEMOLITION, GENERAL
A. General: Remove existing mechanical systems only to the extent required and as indicated.
Use methods required to complete the Work within limitations of governing regulations.
B. Removed and Reinstalled Items:
1. Clean items to functional condition adequate for intended reuse.
2. Protect items from damage during transport and storage.
3. Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
C. Existing Items to Remain: Protect construction to remain against damage and soiling during
selective demolition.
2.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC SYSTEMS
A. Piping includes: Pipe, fittings, valves, accessories, hangers and insulation.
1. Where existing piping is to be removed:
a. Piping shall be drained, disconnected, removed and capped at an active main.
b. Piping not to remain in use shall be removed completely.
B. Ductwork includes: Ductwork, fittings, dampers, registers, grilles, diffusers, accessories,
hangers and insulation:
2. Where existing ductwork is to be removed:
a. Ductwork shall be disconnected, removed and capped at an active main.
b. Ductwork not to remain in use shall be removed completely.
2. Where existing ductwork is to be relocated:
a. Ductwork shall be disconnected and removed as shown.
b. Hangers may remain if they are to be reused for reinstallation.
c. Ductwork shall be stored for reinstallation.
C. Where piping or ductwork to be removed is concealed in construction it may be abandoned in
place if capped at both ends and approved by the Owner and the Architect.
2.6 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Except for items or materials indicated to be reused, reinstalled, or otherwise
indicated to remain Owner's property, remove demolished materials from Project site and
legally dispose of them in an EPA-approved landfill.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage.
B. Burning: Do not burn demolished materials.
C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.
2.7 CUTTING AND PATCHING
A. All necessary cutting and patching shall be done by the General Contractor.
B. Removal and replacement of suspended ceilings necessary for selective demolition of
mechanical systems shall be done under this section.
END OF SECTION 230080
B
A
GENERAL NOTES
C
D
E
F
G
H
I
J
K
L
M
N
MODIFY EXISTING FIRE SPRINKLER SYSTEM TO PROTECT ALL
REMODEL AREAS. NEW SPRINKLER HEADS TO BE "RELIABLE" F1 OR FR.
CONTRACTOR SHALL COORDINATE ALL SPRINKLER WORK WITH THE
ONSITE BUILDING ENGINEER. CONTRACTOR SHALL NOTIFY BUILDING
ENGINEER 24 HRS. PRIOR TO NEEDED DRAIN DOWN. ALL SPRINKLER
DRAIN DOWNS AND REFILLS SHALL BE DONE BY THE ON-SITE
BUILDING ENGINEER. FIRE SYSTEM SHALL BE FULLY FUNCTIONAL
OVER NIGHTS AND WEEKENDS.
CONTRACTOR SHALL COORDINATE ALL SPRINKLER WORK WITH THE
ONSITE BUILDING ENGINEER 24 HOUR ADVANCE NOTICE IS REQUIRED
FOR SPRINKLER DRAIN DOWNS. ALL SPRINKLER DRAIN DOWNS AND
REFILLS SHALL BE PERFORMED BY THE ON-SITE BUILDING ENGINEER.
ALL SPRINKLER WORK MUST BE COMPLETED ON THE SAME DAY AND
THE SYSTEM REFILLED NO LATER THAN 4:PM MON-FRI.
HAMILTON PARTNERS ENGINEERING TO WITNESS FIRE ALARM TEST,
DOOR RELEASE TEST AT PROJECT COMPLETION.
CONTRACTOR SHALL ENSURE THAT ALL SMOKE DETECTION DEVICES
ARE COVERED PRIOR TO AND DURING CONSTRUCTION.
A
FIRE PROTECTION NOTES
O
P
CONTROL CONTRACTOR SHALL SET UP TREND LOGS ON EACH FANPOWERED VAV BOX AT THE FOLLOWING POINTS: SUPPLY AIR TEMP,OCCUPIED TEMP SET POINT, SPACE TEMP, OCCUPIED/UNOCCUPIED,FAN SPEED. EACH TREND LOG SHALL BE LABELED IN THE FOLLOWINGMANNER: FLOOR#, TENANT NAME, BOX NUMBER, LOG NAME I.E.;“SUPPLY AIR TEMP”. CONTRACTOR SHALL COORDINATE AND FOLLOWEXISTING BUILDING SPECIFICATIONS AND MANUFACTURER.
A
CONTROLS NOTES
Q
R
S
T
U
B
C
D
E
F
DO NOT SCALE DRAWINGS. SEE ARCHITECTURAL DRAWINGS AND
REFLECTED CEILING PLAN FOR EXACT LOCATION OF DOORS,
WINDOWS, CEILING DIFFUSERS, ETC. CLOSELY COORDINATE NEW
MECHANICAL WITH ALL NEW AND EXISTING MECHANICAL, ELECTRICAL,
ARCHITECTURAL AND STRUCTURAL MEMBERS. DUCTWORK AND PIPE
ROUTING IS APPROXIMATE, DIAGRAMMATIC AND IS NOT TO BE SCALED.
PROVIDE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS AS
REQUIRED FOR COORDINATION OF ALL WORK WITHOUT ADDITIONAL
COST TO THE OWNER.
FIELD VERIFY ALL MECHANICAL AND PLUMBING ITEMS PRIOR TO
COMMENCING NEW WORK. NO ADDITIONAL PAYMENT WILL BE
ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH
EXISTING CONDITIONS.
ALL MECHANICAL WORK SHALL BE COORDINATED WITH THE WORK
PERFORMED UNDER OTHER DIVISIONS TO AVOID INTERFERENCE.
HVAC CONTRACTOR SHALL REPAIR, REPLACE AND REPAINT TO MATCH
EXISTING SURFACES DAMAGED BY THE HVAC CONTRACTOR DURING
INSTALLATION OF MECHANICAL EQUIPMENT.
HVAC CONTRACTOR SHALL REMOVE FROM THE JOBSITE ANY
MATERIALS PRODUCED DURING DEMOLITION AND NOT IDENTIFIED TO
BE REUSED OR RETURNED TO OWNER.
DO NOT SHUT-OFF/PUT OUT SERVICE ANY SYSTEMS/SERVICES
WITHOUT FIRST COORDINATING ALL DOWNTIME WITH THE OWNER'S
PERSONNEL.
INSTALL ALL EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS
AND INSTRUCTIONS.
DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.
COORDINATE ALL FIRE SPRINKLER, DIFFUSER AND GRILLE LOCATIONS
WITH REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS.
ALL PIPING SHALL BE SUPPORTED ADJACENT TO EQUIPMENT, TO
PREVENT WEIGHT OF PIPING BEING PLACED ON EQUIPMENT.
FURNISH AND INSTALL ALL SUPPORTING ANGLES AND EXTRA SUPPORT
BEAMS FOR A.C. UNITS, EXHAUST FANS, ETC.
HVAC CONTRACTOR SHALL CHANGE OUT THE EQUIPMENT FILTERS AT
THE TIME OF POSSESSION OF THE PROJECT BY THE OWNER, USING
ONLY NEW FILTERS OF THE PROPER SIZE AND TYPE.
DUCT INTERIORS VISIBLE THROUGH REGISTERS, GRILLES, AND
DIFFUSERS SHALL BE FLAT BLACK.
PROVIDE ISOLATION VALVES ON ALL PIPING TO EQUIPMENT.
PROVIDE SERVICES OF A TEST & BALANCE AGENCY TO BALANCE ALL
AIRFLOWS. THE ONLY APPROVED T&B AGENCIES ARE CTB AND BTC.
ALL CONTROLS WORK TO BE PERFORMED BY D&L CONTROLS.
CONTROL CONTRACTOR SHALL SET UP TREND LOGS ON EACH FPB AT
THE FOLLOWING POINTS: SUPPLY AIR TEMP, OCCUPIED TEMP SET
POINT, SPACE TEMP, OCCUPIED/UNOCCUPIED, FAN SPEED. EACH
TREND LOG SHALL BE LABELED IN THE FOLLOWING MANNER: FLOOR#,
TENANT NAME, BOX NUMBER, LOG NAME I.E.; “SUPPLY AIR TEMP”
ALL WORK THAT REQUIRES OPEN FLAME OR PRODUCES ANY SPARK
SUCH AS SOLDERING OF PIPE JOINTS, WELDING, CUTTING OF METAL
STUDS WILL REQUIRE A “HOT WORK PERMIT” PRIOR TO COMMENCING
WITH ANY SUCH WORK, CONTRACTOR SHALL CONTACT THE BUILDING
ENGINEER FOR A “HOT WORK PERMIT”
IN RESTROOMS, KITCHEN AND WET AREAS THAT CONTAIN: SINKS,
FLOOR SINKS, ICE MACHINES, SHOWERS/RESTROOMS ETC. THE
CONCRETE SLAB MUST BE SEALED WALL TO WALL WITH A WATER
PROOFING MEMBRANE PRIOR TO THE INSTALLATION OF FINISH
FLOORING.
ALL FLOOR PENETRATIONS MUST BE COORDINATED WITH BUILDING
MANAGEMENT 36 HOURS PRIOR TO THE WORK BEING PERFORMED.
CONTRACTOR SHALL BE AWARE THAT OFFICES ARE DIRECTLY BELOW
THE SPACE AND NO PENETRATION MAY BE LEFT OPEN AT ANY TIME.
LOCATE ALL MECHANICAL EQUIPMENT TO ALLOW SUFFICIENT ACCESS
TO SERVICE ALL COMPONENTS.
5954406
ROGER LEE
HAMLET JR.
ST
ATE
OFUT
AH
LICENSED
PROFE
SSIONAL
ENGINEER
COLVIN ENGINEERINGASSOCIATES
244 West 300 North, Suite 200 / Salt Lake City, Utah 84103Phone 801.322.2400 / colvinengineering.com
375 WEST 200 SOUTHSALT LAKE CITY, UT 84101
801.521.8600801.521.791
PF
www.gsbsarchitects.com
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
REV
Copyright (C) 2019 by Colvin Engineering Associates, Inc. Salt Lake C
ity, Utah. All rights reserved. U
nauthorized copying and/
or use is illegal and subject to prosecution.
1
04/18/2019
2018.082.00
MECHANICAL LEGEND,SYMBOLS & ABBREVIATIONS
MT. OLYMPUS IMPROVEMENTDISTRICT
MTOID OFFICEREMODEL
3932 500 EMillcreek, UT 84107
3932 500 EMillcreek, UT 84107
CONSTRUCTION DOCUMENTS
M001
DRAWING INDEX# SHEET NAME
M001 MECHANICAL LEGEND, SYMBOLS & ABBREVIATIONS
MH100 BASEMENT MECHANICAL PLAN
MH101 LEVEL 1 MECHANICAL PLAN
MH601 MECHANICAL SCHEDULES
PL101 LEVEL 1 PLUMBING PLAN
ARGON
CARBON DIOXIDE
DEIONIZED WATER RETURN
DEIONIZED WATER SUPPLY
FUEL OIL RETURN
FUEL OIL SUPPLY
HELIUM
HYDROGEN
INDUSTRIAL WATER (NON-POTABLE)
MEDICAL AIR
NITROGEN
NITROUS OXIDE
OXYGEN
PROPANE
REVERSE OSMOSIS
VACUUM
WATER TREATMENT
ACCESS PANEL
CARBON DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
HUMIDISTAT OR HUMIDITY SENSOR
NITROGEN DIOXIDE SENSOR
POINT OF CONNECTION TO EXISTING
POINT OF REMOVAL FROM EXISTING
AIR VENT (AUTOMATIC)
AUTOMATIC CONTROL VALVE (2-WAY)
AUTOMATIC CONTROL VALVE (3-WAY)
BALL VALVE
BUTTERFLY VALVE
CALIBRATED BALANCE VALVE
CHECK (SWING OR LIFT AS REQ'D) VALVE
CURB COCK
GAS COCK
GATE OS & Y PATTERN VALVE
GATE VALVE
MOTORIZED ACTUATOR
P&T RELIEF VALVE
PET COCK OR GAUGE COCK
PLUG VALVE
PRESSURE REDUCING VALVE
SOLENOID VALVE
THERMAL EXPANSION VALVE
CHILLED WATER SUPPLY
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
HEATING WATER RETURN
HEATING WATER SUPPLY
RADIANT FLOOR RETURN
RADIANT FLOOR SUPPLY
REFRIGERANT LIQUID
REFRIGERANT SUCTION
SNOWMELT RETURN
SNOWMELT SUPPLY
STEAM
STEAM CONDENSATE RETURN
GROUND LOOP RETURN
GROUND LOOP SUPPLY
HOT GAS
HOT GAS BYPASS
AQUASTAT
FLOW SWITCH
IN-LINE PUMP
PRESSURE GAUGE W/ GAUGE COCK
STRAINER
TEMPERATURE & PRESSURE TEST PLUG
TEMPERATURE SENSING WELL
THERMOMETER
VENTURI FLOW METER
DIRECTION OF FLOW
ELBOW DOWN
ELBOW UP
PIPE CAP
REDUCER
TEE DOWN
UNION
CONDENSATE DRAIN
DOMESTIC COLD WATER
DOMESTIC HOT WATER
DOMESTIC HOT WATER RECIRC.
FIRE SERVICE
GREASE WASTE ABOVE GRADE
GREASE WASTE BELOW GRADE
NATURAL GAS
OVERFLOW DRAIN
ROOF DRAIN
SANITARY (PLBG) VENT
SANITARY WASTE ABOVE GRADE
SANITARY WASTE BELOW GRADE
COMPRESSED AIR
TEMPERED WATER
BURIED OR UNDERFLOOR DUCT
DUCT SIZE (IN)FIRST FIGURE IS SIDE SHOWN
FLEXIBLE DUCT (HELICAL)
FLEXIBLE DUCT CONNECTION
SPIN-IN W/ MVD
AIR FLOW STATION
COMBINATION FIRE/SMOKE DAMPER
FIRE DAMPER SMOKE DAMPER
GRAVITY BACKDRAFT DAMPER
MANUAL VOLUME DAMPER
MOTORIZED DAMPER
SMOKE DAMPER
THERMOSTAT OR TEMP SENSOR W/ EQUIPMENT TAG
RADIAL SUPPLY DIFFUSERS
RETURN GRILLE
SUPPLY DIFFUSER
SUPPLY SLOT DIFFUSER
DUCT TRANSITION
ELBOW W/ TURNING VANES
TEE W/ 45° ENTRY
WYE W/ 45° ENTRY
EXHAUST AIR DUCT DOWN
EXHAUST AIR DUCT SECTION
EXHAUST AIR DUCT UP
RETURN AIR DUCT DOWN
RETURN AIR DUCT SECTION
RETURN AIR DUCT UP
SUPPLY AIR DUCT DOWN
SUPPLY AIR DUCT SECTION
SUPPLY AIR DUCT UP
FIRE DEPT. HORN & LIGHT
FIRE HOSE CABINET
POST TYPE FDC CONNECTION
WALL TYPE FDC CONNECTION
YARD HYDRANT
FLOOR DRAIN
FLOOR OR GRADE CLEANOUT
FLOOR SINK
GRADE CLEANOUT W/ CONCRETE PAD
HOSE BIBB OR SILLCOCK
MANHOLE
REDUCED PRESSURE BACKFLOW PREVENTOR
VENT THROUGH THE ROOF
WALL CLEANOUT
EXPANSION JOINT
FLEXIBLE PIPE CONNECTION
HEAT TRACING
CHILLED WATER RETURN
ABBREVIATIONSKey Name Comments
AD ACCESS DOOR
AF AIRFOIL
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
BI BACKWARD INCLINE
BOD BOTTOM OF DUCT
BOP BOTTOM OF PIPE
BTU/H BRITISH THERMAL UNITS PER HOUR
CAP CAPACITY
CBV CALIBRATED BALANCE VALVE
CFM CUBIC FEET PER MINUTE
CV CONSTANT VOLUME
CV CONTROL VALVE
DB DRY BULB
DCW DOMESTIC COLD WATER
DF DRINKING FOUNTAIN
DHW DOMESTIC HOT WATER
DHWR DOMESTIC HOT WATER RECIRC
DIA DIAMETER
DN DOWN
DSN DOWN SPOUT NOZZLE
DW DISHWASHER
E EXISTING
EA EACH OR EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EFF EFFICIENCY
ELEV ELEVATION
ENCL ENCLOSURE
ESP EXTERNAL STATIC PRESSURE
ET EXPANSION TANK
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FO FLAT OVAL
FPM FEET PER MINUTE
FS FLOOR SINK
FT FEET
FV FACE VELOCITY
GA GAUGE
GAL GALLON
GD GARAGE DRAIN
GEA GREASE EXHAUST AIR
GPM GALLONS PER MINUTE
HP HORSE POWER
HR HOUR
HT HEIGHT
IN INCH
INWC INCHES OF WATER COLUMN
INWG INCHES OF WATER GAUGE
L LAVATORY OR LOUVER
LAT LEAVING AIR TEMPERATURE
LBS POUNDS
LWT LEAVING WATER TEMPERATURE
MAX MAXIMUM
MBH THOUSAND BRITISH THERMAL UNITS
MECH MECHANICAL
MIN MINIMUM
MPSA MEDUIM PRESSURE SUPPLY AIR
MUA MAKE-UP AIR
MVD MANUAL VOLUME DAMPER
NC NOISE CRITERIA OR NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OUTSIDE AIR
OBD OPPOSED BLADE DAMPER
OD OVERFLOW DRAIN
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
OFOI OWNER FURNISHED, OWNER INSTALLED
PD PRESSURE DROP
PG PROPYLENE GLYCOL
POC POINT OF CONNECTION
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
RA RETURN AIR
RAD RADIUS
RD ROOF DRAIN
RLF RELIEF AIR
RPBP REDUCED PRESSURE BACKFLOW PREVENTOR
SA SUPPLY AIR OR SHOCK ARRESTOR
SEN SENSIBLE
SF SQUARE FEET
SIM SIMILAR
SL SEA LEVEL
SP STATIC PRESSURE
SS SERVICE SINK OR STAINLESS STEEL
TOD TOP OF DUCT
TSP TOTAL STATIC PRESSURE
TYP. TYPICAL
U URINAL
V VENT
VAV VARIABLE AIR VOLUME
VD VOLUME DAMPER
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
VTR VENT THROUGH THE ROOF
W WASTE
W/ WITH
W/O WITHOUT
WB WET BULB
WC WATER CLOSET
WCO WALL CLEANOUT
WHA WATER HAMMER ARRESTOR
WPD WATER PRESSURE DROP
WT WEIGHT
Ø ROUND OR DIAMETER
MECHANICAL LEGEND
DETAIL TAG
KEYED NOTE
SECTION CUT LINE
PROJECT DESIGN TEAM
Designer: ADRIAN GARCIA , [email protected]
Project Manager: ROB VAN , [email protected]
BIM Modeler: ADRIAN GARCIA , [email protected]
1 04-22-19 ADD#1
1
B
B
C
C
2
MH301
(E)VAV-15
(E)VAV-14
(E)VAV-13
(E)VAV-11
(E)VAV-10
(E) VAV-9(E) VAV-8
(E) VAV-5(E) VAV-6
(E) VAV-7
(E) VAV-4
(E) VAV-3(E) VAV-2
(E) VAV-1
(E)VAV-12
(E)48/12 SA
(E)20/12 SA
(E)22/12 SA
(E)18/
12 SA
(E)18/10 SA
(E)16/12 SA
(E)8/8 SA (E)6/8 SA (E)6/6 SA
(E)6/8 SA
(E)8/8 SA
(E)10/8 SA
(E)10/8 SA
(E)10/8 SA (E)10/8 SA
(E)10/6 SA
(E)14/12 SA
(E)16/8 SA
(E)16/8 SA
(E)10/8 SA
(E)12/8 SA
(E)12/8 SA(E)10/8 SA
(E)10/6 SA
(E)14/12 SA
1
B
B
C
C
2
MH301
3
MH301
1
MH301
(E)VAV-15
(E)VAV-14
(E)VAV-13
(E)VAV-11
(E)VAV-10
(E) VAV-9
(E) VAV-8
(E) VAV-5(E) VAV-6
(E) VAV-7
(E) VAV-4
(E) VAV-3(E) VAV-2
(E) VAV-1
(E)VAV-12
(E)48/12 SA
(E)20/12 SA
(E)22/12 SA
(E)18/
12 SA
(E)18/10 SA
(E)16/12 SA
(E)8/8 SA (E)6/8 SA (E)6/6 SA
(E)6/8 SA(E)8/8 SA
(E)10/8 SA
(E)10/8 SA
(E)10/8 SA (E)10/8 SA
(E)10/6 SA
(E)14/12 SA
(E)16/8 SA
(E)10/8 SA
(E)12/8 SA
(E)12/8 SA
(E)10/8 SA
(E)10/6 SA
(E)14/12 SA
8R2 1360 125
8ø SA
8ø SA
12/12 SA
8ø SA
1/2"
HW
S
1/2"
HW
R
(E) 1
1/2
"(E
) 1 1
/2"
(E) 1 1/4"
(E) 1 1/4" (E) 1 1/4"
(E) 1 1/4"
(E) 3/4"(E) 1 1/4"
(E) 3
/4"
(E) 1
1/4
"
(E) 3/4"
(E) 1 1/2"
(E) 1/2"
(E) 1 1/2"
12/12 SA12/12 SA
12/12 SA
5954406
ROGER LEE
HAMLET JR.
ST
ATE
OFUT
AH
LICENSED
PROFE
SSIONAL
ENGINEER
COLVIN ENGINEERINGASSOCIATES
244 West 300 North, Suite 200 / Salt Lake City, Utah 84103Phone 801.322.2400 / colvinengineering.com
375 WEST 200 SOUTHSALT LAKE CITY, UT 84101
801.521.8600801.521.791
PF
www.gsbsarchitects.com
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
REV
Copyright (C) 2019 by Colvin Engineering Associates, Inc. Salt Lake C
ity, Utah. All rights reserved. U
nauthorized copying and/
or use is illegal and subject to prosecution.
1
04/18/2019
2018.082.00
BASEMENT MECHANICALPLAN
MT. OLYMPUS IMPROVEMENTDISTRICT
MTOID OFFICEREMODEL
3932 500 EMillcreek, UT 84107
3932 500 EMillcreek, UT 84107
CONSTRUCTION DOCUMENTS
MH100
0' 4' 8' 16'6'SCALE: 1/8" = 1'-0"1
BASEMENT MECH DEMO. PLAN
0' 4' 8' 16'6'SCALE: 1/8" = 1'-0"2
BASEMENT MECH FLOOR PLAN
GENERAL NOTES
KEYED NOTES1 DEMOLISH DUCT. CAP AND SEAL AS REQUIRED.
A. ALL ITEMS SHOWN LIGHT ARE EXISTING.B. ALL ITEMS SHOWN DARK AND SOLID ARE NEW.C. OFFSET NEW DUCT AS REQUIRED TO AVOID EXISTING CONDITIONS.D. DUCTWORK ABOVE GYP. BOARD CEILINGS SHALL BE HARD DUCTED.E. CONTRACTOR SHALL PROVIDE ALL INCIDENTAL OFFSETS REQUIRED
FOR COMPLETE OPERATIONAL MECHANICAL SYSTEMS.F. A YOUNG TYPE GEAR REGULATOR SHALL BE USED ON ALL DAMPERS
LOCATED ABOVE GYP. BOARD CEILINGS.G. OFFICES WITH WALLS EXTENDING TO ABOVE CEILING TO BOTTOM OF
DECK ARE REQUIRED TO HAVE 14/12 TRANSFER AIR (TYPICAL).H. COORDINATE MOUNTING HEIGHT OF AIR DEVICE GRILLS WITH
EXPOSED CEILINGS WITH ARCHITECT AND OWNER.I. BRANCH SIZE TO MATCH DIFFUSER NECK SIZE UNLESS NOTED
OTHERWISE.J. ALL DUCT TRANSITIONS FROM ROOF TOP UNIT DROPS TO BE PER
MANUFACTURER DRAWING SIZE.K. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.
1 04-22-19 ADD#1
1
LOBBY
101
RECEPTION
102
CONFERENCE
103
BOARD ROOM
115
GM OFFICE
116
ENGINEER OFFICE
117
FINANCE OFFICE
128
OFFICE
122BREAKROOM
121
STORAGE
104
VAULT
105
WOMENS
106
PUBLIC R.R.
107
MENS
108
STORAGE
109
JANITOR
110
OUTDOOR STORAGE
111
COPY/PRINT
124
WORKSTATION 1
127
WORKSTATION 2
126OFFICE
123
WORKSTATION 3
125
A
A
B
B
C
C
D
D
E
E
F
F
G
G
1 1
2 2
3 3
4 4
5 5
6 6
2
MH301
3
MH301
1
MH301
50120
50125
EF-1(ON ROOF)
E100
TYP. 3
E120
TYP. 2
E200
TYP. 2
4995
TYP. 8
E110
TYP. 3
E550
E195
E375
E375
E130
TYP. 7
E90
TYP. 4
E90
TYP. 2
E100
TYP. 4
T
4
T
4
T
4
5
1375
E75
E75
TYP. 3 TYP. 4
A
A
B
B
C
C
D
D
E
E
F
F
G
G
1 1
2 2
3 3
4 4
5 5
6 6
T T T
T T T
T T
T
T
TTTT
1 1 1 1 1 1 1 1
2
1
1
3
3
2
1
6
5954406
ROGER LEE
HAMLET JR.
ST
ATE
OFUT
AH
LICENSED
PROFE
SSIONAL
ENGINEER
COLVIN ENGINEERINGASSOCIATES
244 West 300 North, Suite 200 / Salt Lake City, Utah 84103Phone 801.322.2400 / colvinengineering.com
375 WEST 200 SOUTHSALT LAKE CITY, UT 84101
801.521.8600801.521.791
PF
www.gsbsarchitects.com
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
REV
Copyright (C) 2019 by Colvin Engineering Associates, Inc. Salt Lake C
ity, Utah. All rights reserved. U
nauthorized copying and/
or use is illegal and subject to prosecution.
1
04/18/2019
2018.082.00
LEVEL 1 MECHANICAL PLAN
MT. OLYMPUS IMPROVEMENTDISTRICT
MTOID OFFICEREMODEL
3932 500 EMillcreek, UT 84107
3932 500 EMillcreek, UT 84107
CONSTRUCTION DOCUMENTS
MH101
GENERAL NOTES
KEYED NOTES1 REMOVE EXISTING FLOOR GRILLES AS SHOWN.
2 REMOVE EXISTING THERMOSTAT AS SHOWN.
3 NEW LOCATION FOR EXISTING THERMOSTAT.
4 EXISTING THERMOSTAT TO BE LOCATED IN THIS LOCATION.THERMOSTAT TO CONTROL TO EXISTING VAV BOXES.
5 DUCT FROM BELOW AND THROUGH KICK SPACE GRILLE TO BE IN THEKICKSPACE.
6 REMOVE EXISTING EXHAUST DUCT AS SHOWN. SEE MH101 FOR NEWDUCT DROP FROM EF-1.
A. ALL ITEMS SHOWN LIGHT ARE EXISTING.B. ALL ITEMS SHOWN DARK AND SOLID ARE NEW.C. OFFSET NEW DUCT AS REQUIRED TO AVOID EXISTING CONDITIONS.D. DUCTWORK ABOVE GYP. BOARD CEILINGS SHALL BE HARD DUCTED.E. CONTRACTOR SHALL PROVIDE ALL INCIDENTAL OFFSETS REQUIRED
FOR COMPLETE OPERATIONAL MECHANICAL SYSTEMS.F. A YOUNG TYPE GEAR REGULATOR SHALL BE USED ON ALL DAMPERS
LOCATED ABOVE GYP. BOARD CEILINGS.G. OFFICES WITH WALLS EXTENDING TO ABOVE CEILING TO BOTTOM OF
DECK ARE REQUIRED TO HAVE 14/12 TRANSFER AIR (TYPICAL).H. COORDINATE MOUNTING HEIGHT OF AIR DEVICE GRILLS WITH
EXPOSED CEILINGS WITH ARCHITECT AND OWNER.I. BRANCH SIZE TO MATCH DIFFUSER NECK SIZE UNLESS NOTED
OTHERWISE.J. ALL DUCT TRANSITIONS FROM ROOF TOP UNIT DROPS TO BE PER
MANUFACTURER DRAWING SIZE.K. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.
0' 4' 8' 16'6'SCALE: 1/8" = 1'-0"2
LEVEL 1 MECHANICAL PLAN
0' 4' 8' 16'6'SCALE: 1/8" = 1'-0"1
LEVEL 1 MECHANICAL DEMO. PLAN
1 04-22-19 ADD#1
1
Level 1100' - 0"
1
4995
1
4/10
SA
(E)6ø SA
2
WORKSTATION AREA
Level 1100' - 0"
BASEMENT88' - 0"
23
2
MH301
50125
50120
12/4
SA
12/4
SA
12/4
SA
12/4
SA
12/4
SA
12/4
SA
12/4
SA
(E)22/12 SA
8ø SA8ø SA
12/4 SA 8ø SA 8ø SA 8ø SA
50125
50120
50125
50125
50120
Level 1100' - 0"
BASEMENT88' - 0"
B C1
MH301
CONFERENCE 103 RECEPTION 1024/12 SA
8ø SA(E) VAV-8 12/12 SA
5954406
ROGER LEE
HAMLET JR.
ST
ATE
OFUT
AH
LICENSED
PROFE
SSIONAL
ENGINEER
COLVIN ENGINEERINGASSOCIATES
244 West 300 North, Suite 200 / Salt Lake City, Utah 84103Phone 801.322.2400 / colvinengineering.com
375 WEST 200 SOUTHSALT LAKE CITY, UT 84101
801.521.8600801.521.791
PF
www.gsbsarchitects.com
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
REV
Copyright (C) 2019 by Colvin Engineering Associates, Inc. Salt Lake C
ity, Utah. All rights reserved. U
nauthorized copying and/
or use is illegal and subject to prosecution.
1
04/18/2019
2018.082.00
MECHANICAL SECTIONS
MT. OLYMPUS IMPROVEMENTDISTRICT
MTOID OFFICEREMODEL
3932 500 EMillcreek, UT 84107
3932 500 EMillcreek, UT 84107
CONSTRUCTION DOCUMENTS
MH301
SCALE: NONE3
KICKSPACE GRILLE SECTION
SCALE: NONE1
CONF. 103/ RECEPTION 102 SIDEWALL GRILLES SECTION
GENERAL NOTES
KEYED NOTES1 CONNECT TO EXISTING AT THIS APPROXIMATE LOCATION. FIELD
VERIFY EXISTING CONDITIONS.
2 DUCT FROM BELOW AND THROUGH KICK SPACE GRILLE TO BE IN THEKICKSPACE.
A. ALL ITEMS SHOWN LIGHT ARE EXISTING.B. ALL ITEMS SHOWN DARK AND SOLID ARE NEW.C. OFFSET NEW DUCT AS REQUIRED TO AVOID EXISTING CONDITIONS.D. DUCTWORK ABOVE GYP. BOARD CEILINGS SHALL BE HARD DUCTED.E. CONTRACTOR SHALL PROVIDE ALL INCIDENTAL OFFSETS REQUIRED
FOR COMPLETE OPERATIONAL MECHANICAL SYSTEMS.F. A YOUNG TYPE GEAR REGULATOR SHALL BE USED ON ALL DAMPERS
LOCATED ABOVE GYP. BOARD CEILINGS.G. OFFICES WITH WALLS EXTENDING TO ABOVE CEILING TO BOTTOM OF
DECK ARE REQUIRED TO HAVE 14/12 TRANSFER AIR (TYPICAL).H. COORDINATE MOUNTING HEIGHT OF AIR DEVICE GRILLS WITH
EXPOSED CEILINGS WITH ARCHITECT AND OWNER.I. BRANCH SIZE TO MATCH DIFFUSER NECK SIZE UNLESS NOTED
OTHERWISE.J. ALL DUCT TRANSITIONS FROM ROOF TOP UNIT DROPS TO BE PER
MANUFACTURER DRAWING SIZE.K. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.
SCALE: NONE2
SIDEWALL GRILLE SECTION VIEW 2
1 04-22-19 ADD#1
1
RECOMMENDED MINIMUM DISTANCE BETWEEN DIFFUSERS IN 9' CEILING. PLANCODE
CFMGRILLEVERIFY FRAME TYPE OF ALL AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN BEFORE ORDERING.
1
2
NOTE:
1. ALL SCREWS AND FASTENERS
ARE TO BE PER SMACNA AND CBC
STANDARDS.
2. CURB TO SLOPE PER EXISTING
ROOF SLOPE.
EXHAUST FAN, RELIEF FAN AND CURB DETAIL VAV REHEAT TERMINAL PIPING DETAILTYPICAL MANUAL VOLUME DAMPER DETAIL
A
STRAINER
TWO WAY MODULATING
1/2" DRAIN VALVE W/HOSE END
CONTROL VALVE
PRIMARY AIR
HWR
HWS
CFM @
ELEV.
AREA
SERVED
PLAN
CODETYPE
DAMPER
(GRAVITY OR MOTOR)
ESP
(S.L.) H.P.
MOTOR
SONESVOLTAGE
& PHASE
METHOD OF
CONTROL
OPENING
SIZE
OPERATING
WT. (LBS.)MANUFACTURER / MODEL REMARKS
ROOF CENT.BCRD 085D
TWIN CITY10014/14120/1 8.90.250.5 GRAVITYRESTROOMS 500
(IN.)
EF-1THERMOSTAT
WITH MANUFACTURER CRUBDDC
EXHAUST FAN SCHEDULE
PLUMBING FIXTURE SCHEDULE
MIXING VALVE SCHEDULE (MV)
AIR DEVICE SCHEDULE
CIRCUIT SETTER
UNION
MANUAL AIR VENT
P & T TEST PLUG
ISOLATION VALVE
IF REQUIRED.
ACESSIBLE POSITION - MOUNT REMOTELY
BOX CONTROLLER MAINTAIN IN READILY
VAV
REHEAT
CLEARANCE
3' SERVICE
SEEPLANS
12"
SEEPLANS
SHEET METAL DUCT
CAULKING
ATTACH TOCURB
ANCHOR CABLEWITH EYELETS
TO CURB PER CBC
SEAL ROOFPENETRATIONWITH FLEXIBLE
SCREW DUCT
ATTACH TOFAN
FULL WIDTH ANDLENGTH OF CURB
ELASTOMERICFOAM INSULATION
PREFABRICATED AND
WHERE NOTED ONSCHEDULE, PROVIDE
ATTENUATING CURB
SEE SCHEDULE)
INSULATED CURB BY MC.
12" MINIMUM ABOVEFINISHED ROOF
BACK DRAFT DAMPER -(GRAVITY OR MOTORIZED -
FLASHING BY G.C.FLASHING AND COUNTER
EXHAUST OR RELIEF FAN
PLANCODE
DESCRIPTION
ROUGH IN SIZE
MANUFACTURER& MODEL NO.
REMARKSCW HW TEMPERED WASTE VENT
WC-1AWATER CLOSET, ADA COMPLIANT, FLOOR MOUNT, FLUSHTANK, ELONGATED BOWL, VITREOUS CHINA 1.6 GPF
1/2 - - 3 2AMERICAN STANDARD 215AA.104.020SEAT: BEMIS 1955CT
COLOR WHITESEE ARCH DRAWINGS FOR MOUNTING HEIGHT
WC-2WATER CLOSET, WALL MOUNT, BATTERYPOWERED SENSOR FLUSH VALVE, SIPHONJET, VITREOUS CHINA 1.28 GPF
1 - - 4 2KOHLER "KINGSTON" K-4325SEAT: OLSONITE #10CC/SSFLUSH VALVE: SLOAN ECOS 8111-1.28
COLOR WHITESEE ARCH DRAWINGS FOR MOUNTING HEIGHT
L-1UNDERCOUNTER SINK, COORDINATE COUNTERDIMENSIONS W/ ARCH, 4" CENTERSET, CHROME BATTERYSENSOR FAUCET WITH GRID DRAIN, 0.5 GPM FLOW
- - 1/2" 1 1/2" 1 1/2"SINK: AMERICAN STANDARD 0496.300FAUCET: MOEN 9482W/ MOUNTING KIT (047194-0070A)
COORDINATE COUNTER DIMENSIONS W/ARCH
S-1DOUBLE COMPARTMENT, RECTANGULAR STAINLESSSTEEL, COUNTER MOUNT SINK, GOOSENECK SWINGSPOUT WITH WING HANDLES, 0.5 GPM 18 GA, TAIL-PIECE.
1/2 1/2 - 1 1/2" 1 1/2"
BOWL: ELKAY LR 3321
FAUCET: KOHLER "TRITON" K-7305
STRAINER: ELKAY LK-35 . OR EQUAL
FOOD WASTE DISPOSER: INSINKERATOR
"BADGER 5" 1/2 HP 120/1 PH
-
EWC-1SINGLE LEVEL, SURFACE MOUNT ELECTRIC WATERCOOLER WITH 1.5 GPM BOTTLE FILLER, ADA COMPLIANT
3/8" - - 1 1/4" 1 1/4"
HALSEY TAYLOR "HYDROBOOST"HTHB-HAC8PV-WF 8 GPH, F.L.A. = 6.0,115 V/1 PH/ 60 HZ. PROVIDE WITHACCESSORY APRONS MODEL 98312C
-
FD-1 FLOOR DRAIN - - - 2 1 1/2J.R. SMITH MANUFACTURING COMPANYFIG. 2005Y-NB-U-M.DUCO CAST IRON FLOOR DRAIN
SEE PLANS FOR OUTLET SIZE. STRAINER GRATE MUST BE HEEL PROOF. PROVIDE WITHDEEP SEAL TRAP GUARD, OR EQUAL.
SA-1 SHOCK ARRESTOR 3/4 3/4 - - -PRECISION PLUMBING PRODUCTSSC-750
VANDAL PROOF OR EQUAL.
FS-1 FLOOR SINK - -- - SEE PLANS 1 1/2J.R. SMITH MANUFACTURING COMPANYFIG. 3150-Y-ASB SQUARE FLOOR SINK
FLOOR SINK SHALL BE OF CAST IRON CONSTRUCTION WITH ENAMEL INTERIOR FINISH,MINIMUM INTERIOR DIMENSIONS OF 12"x12"x8"D. PROVIDE WITH NICKEL BRONZEGRATE AND DEEP SEAL P-TRAP. SEE FOOD SERVICE EQUIPMENT PLANS FOR GRATEREQUIRED IN KITCHEN. OR EQUAL.
TP-1 TRAP PRIMER 1 / 2 - - - -
PRECISION PLUMBING PRODUCTS#PR-500WITH TRAP PRIMER AIR GAP PPP #AG-500
-
SS-1SERVICE SINK, 28" X 28" X 8" CORNER MOUNTCAST IRON, 3" GRID DRAIN AND FAUCET WITHVACUUM BREAKER, STOPS, TOP BRACE, CHROME FINISH
3 / 4 3 / 4 - 3 2SINK: KOHLER "WHITBY" K-6710FAUCET: KOHLER "KINLOCK" K-8907
-
PLANCODE
AREA SERVEDINLETSIZE
OUTLETSIZE
MINIMUM FLOWGPM
MAXIMUM FLOWGPM
MANUFACTURER& MODEL NO.
MV-1RESTROOMLAVATORIES
1/2" 1/2" 0.5 12LEANARD
MODEL 170-LF
1. ASSE 1070 2. PIPING METHOD W
1
PLANCODE
TYPE & DUTY FACE SIZE NECK SIZECEILING
TYPE(NOTE 2)
MAXCFM
MAX TP(IN WC)
NCLEVELMAX
MIN THROWT50 (FT)
4-WAYMIN THROW
(T50)
2-WAYMIN THROW
(T50)
MANUFACTURER &MODEL NO.
REMARKS
13PERFORATED
EXHAUST GRILLE8" x 8" 6" x 6"
MATCHCEILING
120 0.12 10 - - - TITUS 8F -
14PERFORATED
EXHAUST GRILLE10" x 10" 8" x 8"
MATCHCEILING
100 0.12 12 - - - TITUS 8F -
49SIDEWALL
SUPPLY GRILLE12" x 4" 12" x 3.5"
MATCHWALL
100 0.07 20 27 - - TITUS CT-PP-0PROVIDE WITH FRAME AND BORDER
TYPE 3, AND OBD
50SIDEWALL
SUPPLY GRILLE14" x 8" 12" x 6"
MATCHWALL
265 0.07 20 30 - - TITUS 300RL PROVIDE WITH OBD
3NO SCALE
2NO SCALE
1NO SCALE
5954406
ROGER LEE
HAMLET JR.
ST
ATE
OFUT
AH
LICENSED
PROFE
SSIONAL
ENGINEER
COLVIN ENGINEERINGASSOCIATES
244 West 300 North, Suite 200 / Salt Lake City, Utah 84103Phone 801.322.2400 / colvinengineering.com
375 WEST 200 SOUTHSALT LAKE CITY, UT 84101
801.521.8600801.521.791
PF
www.gsbsarchitects.com
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
REV
Copyright (C) 2019 by Colvin Engineering Associates, Inc. Salt Lake C
ity, Utah. All rights reserved. U
nauthorized copying and/
or use is illegal and subject to prosecution.
1
04/18/2019
2018.082.00
MECHANICAL SCHEDULES
MT. OLYMPUS IMPROVEMENTDISTRICT
MTOID OFFICEREMODEL
3932 500 EMillcreek, UT 84107
3932 500 EMillcreek, UT 84107
CONSTRUCTION DOCUMENTS
MH601
1 04-22-19 ADD#1
1
LOBBY
101
RECEPTION
102
CONFERENCE
103
BOARD ROOM
115
GM OFFICE
116
ENGINEER OFFICE
117
FINANCE OFFICE
128
OFFICE
122BREAKROOM
121
STORAGE
104
VAULT
105
WOMENS
106
PUBLIC R.R.
107
MENS
108
STORAGE
109
JANITOR
110
OUTDOOR STORAGE
111
COPY/PRINT
124
WORKSTATION 1
127
WORKSTATION 2
126OFFICE
123
WORKSTATION 3
125
A
A
B
B
C
C
D
D
E
E
F
F
G
G
1 1
2 2
3 3
4 4
5 5
6 6
2
2"FD-12"FD-1
WC-1A
5 6
1 1/2" DCW
1" DCW
4" W
2" W
4" W
2" W
L-1
88
1 1/
2" D
CW
1/2"
DH
W
(E) 2" V
99
2" D
CW
WC-1A
L-1
L-1
WC-1A
(E) 2"
10
4" W 1" DCW
EWC-1
A
A
B
B
C
C
D
D
E
E
F
F
G
G
1 1
2 2
3 3
4 4
5 5
6 6
(E) 3/4" G
(E) 1/2" DCW
(E) 1/2" DHW
(E) 3" W
(E) 1/2" DHW
(E) 2" V
(E) 4
"
(E) 1
/2"(E
) 2"
V
(E) 4" V UP
(E) 1 1/4" DHW UP
(E) 1 1/2" DCW UP
(E) 2"(E) 1/2"
1
(E) 1/2"
(E) 1/2"
34
7
5954406
ROGER LEE
HAMLET JR.
ST
ATE
OFUT
AH
LICENSED
PROFE
SSIONAL
ENGINEER
COLVIN ENGINEERINGASSOCIATES
244 West 300 North, Suite 200 / Salt Lake City, Utah 84103Phone 801.322.2400 / colvinengineering.com
375 WEST 200 SOUTHSALT LAKE CITY, UT 84101
801.521.8600801.521.791
PF
www.gsbsarchitects.com
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
REV
Copyright (C) 2019 by Colvin Engineering Associates, Inc. Salt Lake C
ity, Utah. All rights reserved. U
nauthorized copying and/
or use is illegal and subject to prosecution.
1
04/18/2019
2018.082.00
LEVEL 1 PLUMBING PLAN
MT. OLYMPUS IMPROVEMENTDISTRICT
MTOID OFFICEREMODEL
3932 500 EMillcreek, UT 84107
3932 500 EMillcreek, UT 84107
CONSTRUCTION DOCUMENTS
PL101
GENERAL NOTES
1 DEMOLISH EXISTING WASTE AND ALL ASSOCIATED PIPINGCONNECTED TO EXISTING PLUMBING FIXTURES STARTING FROM THISAPPROXIMATE LOCATION BACK TO 4" DROP IN RESTROOM CHASE.CAP ALL ABANDONED VENT LINES NOT USED AS REQUIRED.
2 CONNECT TO EXISTING 4" WASTE RISER AS SHOWN.
3 DEMOLISH EXISTING WASTE AND ASSOCIATED PIPING TO ELECTRICWATER COOLER. CAP WASTE BELOW FLOOR AND VENT, COLD WATERIN CEILING.
4 DEMOLISH EXISTING 1-1/2" DOMESTIC COLD WATER SUPPLY BACK TOMAIN 2" MAIN ON LOWER LEVEL REPLACE AS SHOWN ON 2/PL101.LEAVE 1-1/2" RISE SERVING BOILER ON LEVEL ABOVE,
5 REPLACE 1-1/2" DCW GOING TO 2" MAIN ON LOWER LEVEL WITH A NEW2" DCW. ROUTE NEW SUPPLY AS SHOWN.
6 RECONNECT EXISTING 1-1/2" COLD WATER SUPPLY BRANCH SERVINGTHE BOILER ON LEVEL ABOVE AT THIS APPROXIMATE LOCATION.
7 DEMOLISH EXISTING DOMESTIC HOT WATER SERVING EXISTINGRESTROOMS DOWNSTREAM OF THIS APPROXIMATE LOCATION.
8 CONNECT EXISTING DHW AND DCW TO NEW FIXTURE AS REQUIRED.
9 ROUTE AND CONNECT TO EXISTING 2" VENT PIPE.
10 CONNECT TO EXISTING AT THIS APPROXIMATE LOCATION. ROUTEDCW TO ICE MAKER PER MANUFACTURERS INSTALLATION MANUAL.
KEYED NOTES
A. ALL ITEMS SHOWN LIGHT ARE EXISTING.B. ALL ITEMS SHOWN DARK AND SOLID ARE NEW.C. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH TRAP
PRIMERS.D. ALL VALVES SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS.E. PROVIDE ACCESS PANELS AS REQUIRED.F. EACH FIXTURE SHALL HAVE SEPARATE ISOLATIONS VALVES FOR HOT
AND COLD WATER.G. CONTRACTOR TO COORDINATE WITH ELECTRICAL AND DO NOT ROUTE
PIPING OVER ELECTRICAL EQUIPMENT.H. ALL PIPING SHALL BE HELD TIGHT TO BOTTOM OF STRUCTURE.I. OFFSET AND TRANSITION PIPING AS REQUIRED.J. CONTRACTOR TO COORDINATE ALL INSTALLATIONS WITH OTHER
TRADES.K. ALL FIRE PROTECTION PIPING SHALL BE SIZED BY FIRE PROTECTION
CONTRACTOR.L. ALL WASTE, ROOF DRAINS AND OVERFLOW DRIANS TO BE SLOPED AT
AN 1/8” PER FOOT SLOPE UNLESS NOTED OTHERWISE.M. WHERE INDIVIDUAL OUTLET PIPING SIZE IS NOT SHOWN, SEE
PLUMBING SCHEDULE SIZE.N. DO NOT ROUTE OR LOCATE ANY PLUMBING PIPE OR EQUIPMENT OVER
ANY ELECTRICAL EQUIPMENT.O. NO PIPE TO BE RUN OVER ANY ELECTRICAL OR COMMUNICATION
ROOMS.P. CONTRACTOR SHALL PROVIDE ALL INCIDENTAL OFFSETS REQUIRED
FOR COMPLETE OPERATIONAL MECHANICAL SYSTEM.Q. ALL WATER CONNECTIONS TO SINKS, LAVS AND CLOSETS SHALL BE
MADE WITH A ½” CONNECTION UNLESS OTHERWISE NOTED.
0' 4' 8' 16'6'SCALE: 1/8" = 1'-0"2
LEVEL 1 PLUMBING PLAN
0' 4' 8' 16'6'SCALE: 1/8" = 1'-0"1
LEVEL 1 PLUMBING DEMO. PLAN
1 04-22-19 ADD#1
1