11/04/24
Parks and Recreation Commission
Meeting
November 04, 2024
7:00 PM
Fridley Civic Campus, 7071 University Avenue N.E.
Agenda
Call to Order
Roll Call
Approval of Agenda
Approval of Meeting Minutes
1. October 7, 2024 Parks and Recreation Commission Minutes
Open Forum
The open forum allows the public to address the Commission on subjects that are not on the Regular Agenda. The
Commission will accept feedback or questions from the public and asks that comments are limited to five minutes
or less.
New Business
2. Welcome and Introductions - New Parks and Recreation Commission Member Melissa Luna
3. Commons Park Recreation Building Project Update
4. Moore Lake Community Building Rental Policy Review
Old Business
Staff Reports
5. Springbrook Nature Center Report
6. Fridley Parks and Recreation Division Report
7. Park Maintenance and Construction Report
Adjournment
Accessibility Notice:
If you need free interpretation or translation assistance, please contact City staff.
Si necesita ayuda de interpretación o traducción gratis, comuníquese con el personal de la ciudad.
1
Parks and Recreation Commission Meeting
11/4/2024
Agenda Page 2
Yog tias koj xav tau kev pab txhais lus los sis txhais ntaub ntawv dawb, ces thov tiv tauj rau Lub Nroog cov
neeg ua hauj lwm.
Haddii aad u baahan tahay tarjumaad bilaash ah ama kaalmo tarjumaad, fadlan la xiriir shaqaalaha
Magaalada.
Upon request, accommodation will be provided to allow individuals with disabilities to participate in any City of
Fridley services, programs or activities. Hearing impaired persons who need an interpreter or other persons who
require auxiliary aids should contact CityClerk@FridleyMN.gov or (763) 572-3450.
2
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
AGENDA REPORT
Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission
Submitted By: Mike Maher, Parks and Recreation Director
Title
October 7, 2024 Parks and Recreation Commission Minutes
Background
Attached are the meeting minutes of the October 7, 2024 Parks and Recreation Commission.
Financial Impact
None.
Recommendation
Staff recommends approval of the October 7, 2024 Parks and Recreation Commission minutes.
Attachments and Other Resources
October 7, 2024 Parks and Recreation Minutes.
3
Item 1.
1
Park Commission Meeting
October 7, 2024
7:00 PM
Fridley City Hall, 7071 University Avenue NE
Minutes
Call to Order
Chair Borman called the Parks and Recreation Commission meeting to order at 7:00 p.m.
Present
Luke Cardona
EB Graham
Peter Borman
Tim Kirk
Don Whalen
Absent
Ken Schultz
Also Present
Mike Maher, Parks and Recreation Director
Cody Rosetti, Springbrook Nature Center Interpretive Coordinator
Susan Bauer, Parks and Recreation Administrative Assistant
Approve Parks & Recreation Commission Agenda for October 7, 2024
Motion by Commissioner Kirk to approve the October 7, 2024 meeting agenda. Seconded by
Commissioner Graham. The motion passed unanimously.
Approve Parks & Recreation Commission Minutes for September 3, 2024
Motion by Commissioner Graham to approve the September 3, 2024 meeting minutes. Seconded by
Commissioner Whalen. The motion passed unanimously.
Open Forum
Justin Bauer stated that he is a Boy Scout and present to earn the final two badges on his pathway
to becoming an Eagle Scout.
New Business
4
Item 1.
Park Commission 10/7/2024 Minutes Page 2
1. Springbrook Nature Center Pumpkin Night in the Park
Cody Rosetti, Springbrook Nature Center Interpretive Coordinator, introduced himself and stated
that Pumpkin Night in the Park will take place this year on Saturday, October 19th. He provided
details on the event and noted that volunteers are still needed. He stated that there is a park and
ride with a shuttle as parking onsite is limited. Tickets are $12 and can be purchased in person
at City Hall or Springbrook Nature Center, or online with an additional convenience fee.
2. Commons Park Site Plan Review
Mike Maher, Parks and Recreation Director, summarized the different community engagement
that was done to prepare for the Commons Park concept and reviewed the themes that were
identified through that process. He presented the original concept plan and compared that to
the schematic design, highlighting items that had been changed.
Commissioner Whalen identified the berm on the north end of the parking lot and asked if there
would be a fence in addition to the berm. Mr. Maher commented that he did not believe the
plan called for fencing on City property. He explained the purpose of the berm is to block lights
from vehicles from shining into homes and noted that many homes already have their own
fencing.
Commissioner Graham asked the number of parking stalls. Mr. Maher estimated that the new lot
would have about 70 stalls, which is about double of what currently exists.
Chair Borman recognized residents and those involved in the creation of the original concept
present in the audience and welcomed input.
Kevin Johnson, 63rd Avenue, commented that staff has been great to work with and stated that
the group likes the new concept, and their concerns have been resolved. He appreciated the
berm and extended parking, agreeing that most of those homes along that stretch have their
own fencing. He stated that he likes the revised concept and believes that his neighbors agree.
He recognized that the park is an amenity and one of the reasons they purchased their home.
He noted that his only comment would be whether the high school would desire a 90-foot
baseball field for their JV games.
Mr. Maher commented that the intent is to have the ability on the northwest field for magnetic
bases that can be moved to the different distances to accommodate the needs of the community.
He stated that an existing softball field at Community Park is also going to be modified to have
the adjustable bases as well.
Commissioner Cardona referenced the firepit and asked if that would be for public use, staff use,
or renting. Mr. Maher replied that the current intention would be for that to be a gas firepit and
would be controlled through a locked access that would require staff to turn it on and off and
would not be available for general public use.
5
Item 1.
Park Commission 10/7/2024 Minutes Page 3
Chair Borman asked for details on lighting throughout the park.
Mr. Maher provided more specific details on the schematic plans as they have been updated,
identifying the different amenities proposed to be included. He provided details on lighting,
noting that the lighting plan may shift as things move along.
Commissioner Graham asked if both hockey rinks would be removed. Mr. Maher confirmed that
the hockey rinks are being removed and explained that the intent is to separate the utility area
from the general park use as a best practice. He noted that there would be a community skating
area around the park building and other community rinks in the community. Commissioner
Graham asked and received confirmation that the only parking would be in the north lot.
Commissioner Cardona noted that the community feedback showed that the hockey rink was not
a desired amenity. He stated that he does support the additional parking being added, especially
as they have seen the demand at Moore Lake.
Mr. Maher provided more details on the potential uses of the green space within the plan.
Motion by Commissioner Cardona to endorse the schematic design plans for Commons Park.
Seconded by Commissioner Whalen. The motion passed unanimously.
3. Non-Profit Fee Waiver Request
Mr. Maher provided background information on the non-profit fee waiver request process. He
stated that two requests have been received from Lee Carlson Center and Mississippi Watershed
Management Organization and provided details for each of those requests.
Commissioner Whalen asked if the weekdays are typically full for rentals. Mr. Maher replied that
generally the weekends are full for bookings but lighter during the weekdays, with perhaps two
or three rentals on weekdays.
Commissioner Cardona asked and received confirmation that these are the first two requests for
a reduced rate at Moore Lake. Mr. Maher explained that this fee waiver request process was
established about two months ago. Commissioner Cardona stated that while he supports this,
he would not support weekend requests and recognized that most non-profits can afford to pay
the non-profit rate. He expressed concern that this could set a precedent and open the doors
for requests.
Commissioner Kirk stated that he would be inclined to deny most waiver requests as it would
tend to favor larger, more organized groups. He believed that there is value in having a fee and
noted that he would not want to get into a pattern of receiving and approving fee waiver requests.
He stated that he would support flexibility for the event that straddles the line of being a half or
full day event.
6
Item 1.
Park Commission 10/7/2024 Minutes Page 4
Chair Borman agreed that request from the watershed could make sense as they are only renting
for a half day, but the time straddles the line. He also agreed with the concerns that have been
expressed about approving a complete fee waiver as that could open the door for additional
requests and there are costs for operating the facility.
Commissioner Cardona stated that he could support these requests tonight and perhaps staff
brings back a review of the policy at a future meeting.
Motion by Commissioner Cardona to approve the full waiver for a half-day rental fee waiver request
for Lee Carlson Center for the event on Thursday, November 21, 2024 and to approve the fee waiver
request to pay the half-day rental fee for a full-day rental for Mississippi Watershed Management
Organization for their event on Thursday, October 17, 2024. Seconded by Commissioner Graham.
The motion passed unanimously.
Commissioner Cardona stated that he would like the Commission to revisit this policy at a future
meeting. Mr. Maher confirmed that he can bring this forward to a future agenda along with
information from other communities.
4. Scholarship Program Report
Mr. Maher provided background information on the scholarship program, which was
implemented last fall. He provided an overview of the use of the scholarship program during the
last year and stated that staff recommends no changes to the program. He stated that the intent
would be to continue to review the program on an annual basis.
Chair Borman asked if there is a maximum funding for this program. Mr. Maher commented that
a maximum amount was set per person, but no maximum for the program itself.
Commissioner Cardona asked if utilization of the program has increased from the previous year.
Susan Bauer, Parks and Recreation Administrative Assistant, stated that the 40-student number
is steady from the previous year. She stated that this has allowed families to participate in the
program recurrently. She noted that younger siblings are entering the program this year, which
is exciting to see.
Staff Reports
5. Springbrook Nature Center Report
Mr. Maher provided an overview of the written report, highlighting maintenance and
construction, school programs, the expanded nature play area, and the upcoming Pumpkin Night
in the Park event.
6. Fridley Parks and Recreation Division Report
7
Item 1.
Park Commission 10/7/2024 Minutes Page 5
Mr. Maher stated that the class and activity offerings were included in the packet, noting good
enrollment in the after-school classes which have filled to capacity. He highlighted recent events
and provided a recap of recent facility rentals. He noted that the adult athletic leagues continue
to grow in popularity.
7. Park Maintenance and Construction Report
Mr. Maher provided an update on the progress of different park projects.
Unfinished Business
None.
Adjournment
Commissioner Graham made the motion to adjourn the meeting at 8:34 p.m. Seconded by
Commissioner Kirk. The motion passed unanimously.
Respectfully submitted,
Mike Maher, Staff Liaison
8
Item 1.
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
AGENDA REPORT
Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission
Submitted By: Mike Maher, Parks and Recreation Director
Title
Welcome and Introductions - New Parks and Recreation Commission Member Melissa Luna
Background
The Fridley City Council appointed Melissa Luna to fill a vacancy on the Parks and Recreation
Commission. As Ms. Luna joins the Commission, it will be helpful to have each of the Commissioners
and staff share a brief personal introduction to describe their role, interests and experiences as a Fridley
resident and member of the Parks and Recreation Commission.
Financial Impact
None.
Recommendation
None.
Attachments and Other Resources
None
9
Item 2.
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
AGENDA REPORT
Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission
Submitted By: Mike Maher, Parks and Recreation Director
Title
Commons Park Recreation Building Project Update
Background
A comprehensive renovation of Commons Park is scheduled to begin in the summer of 2025 and plans
for the park site and a community recreation building have transitioned from concept design to
schematic design for budgeting and creation of construction drawings for project bidding. The site
design package was reviewed by the Commission in October and staff will present an update on the
park building including exterior renderings, floor plan, a look at possible interior finishes.
Financial Impact
Staff are working with a $5 million budget for the Commons Park Recreation Building and the
timeline is slightly ahead of the site work due to the architect’s schedule to complete drawings before
our desired time to bid the project. The site work is currently over the original budget and a process
of value engineering and budget analysis is underway
Recommendation
Staff recommends that the Commission provide an endorsement of the current building design to
Council.
Attachments and Other Resources
2024_10.10 Exterior Renders.pdf"
2024_10.25 Fridley Commons Park Building_DD Set_Combined.pdf"
10
Item 3.
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28
Item 3.
Fridley Commons Park
Design Development Interior Finishes
Fridley Commons Park
October 24, 2024 HCM ARCHITECTS
29
Item 3.
Finish Legend
Resilient Flooring - Milliken, Merge Forward - High Ground, HIG121 Sun Kissed, 7" x 48" Plank
Tile Flooring - Ceramic Tileworks Atelier, Grey Light Honed, 12"x24". Install: Ashlar, with Epoxy
Grout
Carpet - Milliken, Clean Break - Head Start, HEA120, Sensible, 50cm x 50cm. Install:
Monolithic
Track off/ Walk off Carpet - Milliken, Obex Tile, Cut/Stipple, STC119 Dark Grey, 50cm x 50cm.
Install: Monolithic
Sealed Concrete
Wallcovering - Carnegie, Xorel, Meteor, Color Varies, Up to 8'-2" AFF. Fry Reglet WCTBT125-
217 trim at top wallcovering termination
Mural - Custom painted mural by local artist; full height; provide level 5 finish at wall
Metal / wood Panel - Urban Evolutions, Dimensional Wall Panel, Tributary, White Oak, 48" x
96" Panel
Wall Tile - Ceramic Tileworks Glassalike Grigio Grooves Wall Tile, 4x12", Glossy. Install: Vertical
stacked bond up to 6'-0" on all restroom walls, full height to ceiling at drinking fountains.
Schluter Jolly at top edge of wall tile transitions.
Wall Base - Johnsonite 4" Rubber Base throughout; Johnsonite Millwork 8" Exhibit Rubber Base
at Warming/ Breakout area
Millwork: Wilsonart Quartz Counters, Wilsonart Laminate Cabinets, Standard Wire Pull
Floor & Wall Finishes Plan HCM ARCHITECTS
Fridley Commons Park
October 24, 2024
30
Item 3.
Gyp Bd
ACT
ACT
Exposed
Exposed
Ceiling Finishes HCM ARCHITECTS
Fridley Commons Park
October 24, 2024
Ceiling Legend
Reception, Quiet Room, Warming/Breakout: 2x2 ACT, Armstrong Ultima Lay-In,
24" x 24", 3/4" Thick, Beveled Tegular 9/16, .75 NRC
Soft Seating / Circulation: Armstrong Acoustic Cloud, METALWORKS Linear -
SYNCHRO Ceiling Planks, Effects Walnut; AXIOM Vector, Wood Looks Walnut, .70
NRC, General Size of each cloud to be 14'-0" x 14'-0"
Kitchen: 2x2 ACT, Armstrong Clean Room VL, 24" x 24", 5/8" Thick, Square Lay-In
15/16, 40 CAC
Restrooms & Toilet Room: Gyp Bd
Mech, Storage, Water, Janitor: Exposed
Activity Rooms: Large Format ACT, Armstrong Optima Concealed, White, 24"x 72",
7/8" Thick, Beveled Concealed 15/16 Edge .90 NRC; Gyp Bd Soffit at Perimeter
Vestibules: Gyp Bd
31
Item 3.
Fridley Commons Park
October 24, 2024 HCM ARCHITECTS
Preliminary Palette
Material Imagery
32
Item 3.
Fridley Commons Park
October 24, 2024
Preliminary Palette
Inspired by Industry HCM ARCHITECTS
Cool Neutrals Geometric & Linear Forms Blue & Yellow Accents Mid to Dark Wood Tones
33
Item 3.
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Item 3.
1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL FIRE PROTECTION DRAWINGS.
2. ALL WORK IS NEW UNLESS OTHERWISE NOTED.
3. ALL FIRE PROTECTION WORK SHALL BE IN ACCORDANCE WITH THE CURRENT FIRE PROTECTION CODE AND
ALL APPLICABLE LOCAL CODES AND DRAWINGS.
4. ALL FIRE PROTECTION AND SPRINKLER MATERIALS AND COMPONENTS (AUTOMATIC SPRINKLERS, PIPE,
FITTINGS, PIPE HANGERS, CONTROL VALVES, ETC.) SHALL BE UL LISTED AND BEAR FACTORY MUTUAL
APPROVAL AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
5. ALL COMPONENTS USED IN FIRE PROTECTION SYSTEMS SHALL BE IN ACCORDANCE WITH THE OWNER AND
BUILDING GUIDELINES, STANDARDS AND SPECIFICATIONS.
6. PROVIDE WET-PIPE SPRINKLERS IN ALL AREAS, UNLESS OTHERWISE NOTED.
7. SECURE WATER FLOW TEST DATA TAKEN FROM FIRE HYDRANTS NEAREST SITE. IF RECENT FLOW TEST DATA
(LESS THAN ONE-YEAR OLD) IS NOT AVAILABLE FROM CITY RECORDS, MAKE NECESSARY TESTS AS REQUIRED
BY NFPA STANDARDS TO DETERMINE CHARACTER OF WATER SUPPLY. MINIMUM OF 20 PSI DROP IN
PRESSURE BETWEEN STATIC AND RESIDUAL PRESSURE SHALL BE REQUIRED IN ORDER TO OBTAIN
ACCURATE DATA.
8. ADD 10 PSI OR 10% CONTINGENCY FACTOR, WHICHEVER IS GREATER, TO HYDRAULIC CALCULATIONS.
9. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SUSPENDED CEILING SHALL BE AS
INDICATED ON REFLECTED CEILING PLANS.
10. MINIMUM PRESSURE AT END SPRINKLER HEAD 7 PSI, OR AS REQUIRED BY SPRINKLER HEAD, WHICHEVER IS
GREATER.
11. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ACCORDANCE WITH NFPA
STANDARD NO. 13 AND FACTORY MUTUAL 0.5 2-8N.
12. MAXIMUM FLOW VELOCITY SHALL NOT EXCEED 20 F.P.S.
13. ENDS OF ALL CROSS MAINS SHALL BE PROVIDED WITH THREADED FLUSHING CONNECTION NO MORE THAN 2
INCHES IN DIAMETER.
14. PROVIDE AUXILIARY DRAINS FOR ALL PIPING BELOW DUCT SPRINKLERS AND OPEN TRAPPED SECTIONS.
PIPING TO SINGLE SPRINKLER IS EXCLUDED.
15. PROVIDE FLUSHING CONNECTIONS WHERE REQUIRED BY NFPA AND F.M.
16. COORDINATE WITH OWNER FOR ALL SHUTDOWNS.
17. PROVIDE TEST CONNECTIONS AT HIGHEST POINT OF MAIN PORTION OF EACH SPRINKLER SYSTEM, WITH 1"
PIPE AND VALVE. TEST PIPE SHALL BE CONNECTED TO SPRINKLER PIPE AT LEAST 1-1/4" IN SIZE AND SHALL
DISCHARGE OUTSIDE BUILDING OR THROUGH 1/2" SMOOTH BORE BRASS OUTLET, WHERE IT CAN BE EASILY
SEEN.
18. PROVIDE ADDITIONAL SPRINKLERS UNDER OBJECTS AND DUCTWORK WIDER THAN 48". SPRINKLERS SHALL BE
EQUIPPED WITH WIRE GUARDS.
19. THE REUSE OF EXISTING SPRINKLERS, PIPING, VALVES AND TRIM SHALL BE PROHIBITED.
20. SPRINKLER TYPE AND TEMPERATURE RATING SHALL BE IN ACCORDANCE WITH SCHEDULE UNLESS NOTED
OTHERWISE AND/OR REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
21. COORDINATE ALL PIPE PENETRATIONS AND CORING WITH STRUCTURAL ENGINEER AND IN ACCORDANCE
WITH DIVISION 01.
22. ALL MISCELLANEOUS MOUNTING HARDWARE, ATTACHMENTS, SUPPLEMENTAL STEEL AND MEANS OF
SUPPORTING DUCTWORK/PIPING/EQUIPMENT FROM BUILDING STRUCTURE SHALL BE SIZED FOR ITS
INTENDED PURPOSE AND CAPACITY RATING. COORDINATE WITH HARDWARE MANUFACTURER FOR SPECIFIC
REQUIREMENTS AND FIELD CONDITIONS AT POINT OF CONNECTION. REVIEW ALL ATTACHMENTS TO
STRUCTURE WITH OWNER’S STRUCTURAL ENGINEER.
23. REFER TO ARCHITECTURAL DRAWINGS FOR ALL CEILING RELATED WORK.
24. COORDINATE ALL NEW FIRE PROTECTION WORK WITH ALL EXISTING AND/OR NEW DUCTWORK, PIPING AND
UTILITIES OF ANY SYSTEMS. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE INTENT OF THE DESIGN.
REROUTE ANY PIPING AROUND EXISTING AND/OR NEW SYSTEMS INCLUDING ALL REQUIRED FITTINGS AND
SUPPORTS TO MAKE THE INSTALLATION OF THE PIPING AND SPRINKLERS POSSIBLE. RESEAL ANY FIRE
AND/OR SMOKE RATED PENETRATIONS THAT HAVE BEEN AFFECTED AS A RESULT OF THE MODIFICATION.
FIRE PROTECTION GENERAL NOTES
THE ENTIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED TO MEET THE FOLLOWING CRITERIA:
1. LIGHT HAZARD OCCUPANCY - INCLUDING BUT NOT LIMITED TO ACTIVITY ROOMS, JANITOR'S CLOSET,
RECEPTION, CIRCULATION, TOILETS: DENSITY 0.10 GPM PER SQ. FT. OVER THE MOST HYDRAULICALLY
REMOTE 1500 SQ. FT. AREA, MAXIMUM COVERAGE PER SPRINKLER 225 SQ. FT, 100 GPM HOSE ALLOWANCE.
2. ORDINARY HAZARD OCCUPANCY (GROUP 1) - INCLUDING BUT NOT LIMITED TO STORAGE (NOT INCLUDING
HIGH PILED, COMMODITY STORAGE, ETC.), MECHANICAL ROOMS, IT ROOM, KITCHEN: DENSITY 0.15 GPM PER
SQ. FT. OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. AREA, MAXIMUM COVERAGE PER SPRINKLER
130 SQ. FT, 250 GPM HOSE ALLOWANCE.
3. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ACCORDANCE WITH NFPA
STANDARD NO. 13.
4. DISCHARGE FROM EACH SPRINKLER SHALL NOT BE LESS THAN REQUIRED FOR AREA COVERED BY THIS
SPRINKLER. AREA COVERAGE PER SPRINKLER SHALL BE DETERMINED IN ACCORDANCE WITH NFPA
STANDARD NO. 13.
5. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO SPRINKLER FLOOR CONTROL
VALVE ASSEMBLY/WATER SUPPLY.
6. THE WATER SUPPLY SERVING THE SPRINKLER SYSTEM SHALL BE CAPABLE OF SUPPLYING THE MOST
HYDRAULICALLY DEMANDING AREA FOR THE DURATION REQUIRED BY NFPA NO. 13.
SPRINKLER DESIGN CRITERIA NFPAFIRE PROTECTION SYMBOL LIST
T
CONNECT TO EXISTING
DISCONNECT FROM EXISTING
EXISTING PIPING
EXISTING WORK TO BE REMOVED
COMBINED FIRE STANDPIPE & SPRINKLER PIPING
FIRE STANDPIPE PIPING (STANDALONE)
SPRINKLER PIPING
DRY SPRINKLER PIPING
PRE-ACTION SPRINKLER PIPING
DRAIN PIPING
PIPING BELOW SLAB
HEAT TRACE / FREEZE PROTECTION CABLE & INSULATION
SLOPED CHANGE IN PIPE ELEVATION
BOTTOM PIPE CONNECTION
TOP PIPE CONNECTION
CAPPED OUTLET
PIPE DOWN/DROP
PIPE RISE/UP
PIPE SLOPE
VALVE IN VERTICAL
UNION
WATER PROOF SLEEVE
SLEEVE
FIRE HOSE VALVE
FIRE HOSE VALVE IN CABINET
FIRE HOSE VALVE w/HOSE IN CABINET
FIRE HOSE VALVE w/FIRE EXTINGUISHER
ROOF MANIFOLD (3-WAY)
FLOOR CONTROL VALVE ASSEMBLY
VALVE ASSEMBLY
AC - ALARM CHECK
DR - DRY PIPE
PA - PRE ACTION
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
PRESSURE RELIEF VALVE
ISOLATION VALVE
OUTSIDE SCREW & YOKE (OS & Y) VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
SOLENOID VALVE
FLOAT VALVE
Y STRAINER w/BLOW-OFF VALVE
REDUCED PRESSURE DETECTOR ASSEMBLY
DOUBLE CHECK DETECTOR ASSEMBLY
HYDRAULIC REF. POINTS # = ELEMENT, # = NODE
TAMPER SWITCH
WATERFLOW SWITCH
PRESSURE GAUGE w/GAUGE COCK
RISER DESIGNATION:
X = RISER SERVICE; # = RISER NUMBER
EXTEND EXISTING SPRINKLER PIPING TO NEW SPRINKLER HEAD
PUMP
CONCENTRIC REDUCER
ECCENTRIC REDUCER
FIRE PUMP TEST HEADER
PUMP CONTROLLER
AUTOMATIC TRANSFER SWITCH
DSP
RPDA
DCDA
ATS
#
F
PA
DR
S
#
FE-X
X
FSP
S
X
#
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F OR C O N S T R U C T I ON
PROJECT NUMBER
24
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F-000
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
FIRE PROTECTION
COVER SHEET
24375
FIRE PROTECTION ABBREVIATIONS
ABD AUTOMATIC BALL DRIP
AC ALARM CHECK
AD AREA DRAIN
AFF ABOVE FINISHED FLOOR
ATS AUTOMATIC TRANSFER SWITCH
BLDG BUILDING
BOP BOTTOM OF PIPE
CFM CUBIC FEET PER MINUTE
CLG CEILING
CONS CONSTRUCTION
DEMO DEMOLITION
DIA DIAMETER
DN DOWN (PENETRATES FLOOR SLAB)
DP DROP
DR DRAIN
(E) EXISTING
(ER) EXISTING TO BE REMOVED
(ERR) EXISTING TO BE REMOVED & RELOCATED
ELEC ELECTRICAL
F FIRE STANDPIPE & SPRINKLER (COMBINED)
FCVA FLOOR CONTROL VALVE ASSEMBLY
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FHC FIRE HOSE CABINET
FHR FIRE HOSE RACK
FHV FIRE HOSE VALVE
FL FLOOR
FP FIRE PUMP
FSP FIRE STANDPIPE
FT FEET
GAL GALLONS
GC GENERAL CONTRACTOR
GPM GALLONS PER MINUTE
HD HEAT DETECTOR
ID INSIDE DIAMETER
IN INCH
JP JOCKEY PUMP
MAX MAXIMUM
MECH MECHANICAL
MIN MINIMUM
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
OS&Y OUTSIDE SCREW & YOKE
PA PRE-ACTION
PG PRESSURE GAUGE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH (GAUGE)
PSIA POUNDS PER SQUARE INCH (ABSOLUTE)
(RE) RELOCATED EXISTING
(RRO) EXISTING TO REMOVED AND RETURN TO OWNER
RCV RISER CONTROL VALVE
SBP SPRINKLER BOOSTER PUMP
SD SMOKE DETECTOR
SP SPRINKLER
TOP TOP OF PIPE
TS TAMPER SWITCH
UON UNLESS OTHERWISE NOTED
UP UP (PENETRATES FLOOR SLAB)
WFS WATER FLOW SWITCH
WMG WATER MOTOR GONG
ZZONE
REVISION DATE DESCRIPTION
1. SPRINKLER TEMPERATURE RATINGS SHALL BE IN ACCORDANCE WITH NFPA NO. 13.
2. RESPONSE TYPE & K-FACTOR OF NEW SPRINKLERS SHALL MATCH EXISTING WITHIN THE SAME COMPARTMENT.
3. PROVIDE SPRINKLER GUARDS ON SPRINKLERS IF INSTALLED 7'-0" OR LOWER AND IN ALL ELECTRICAL ROOMS, STORAGE ROOMS, AND MECHANICAL ROOMS.
4. PROVIDE INTERMEDIATE TEMPERATURE SPRINKLERS IN ALL ELECTRICAL & MECHANICAL ROOMS.
5. EXPOSED SPRINKLER IN OCCUPIED SPACES SHALL BE CHROME FINISH.
NOTES:
SPRINKLER SCHEDULE
DESIGNATION SPRINKLER TYPE RESPONSE TYPE
TEMPERATURE RATING
CLASSIFICATION K-FACTOR ORIFICE MANUFACTURER MODEL No. REMARKS
CONCEALED PENDENT QUICK ORDINARY 5.6 1/2" VIKING VK406 COVER PLATE COLOR SELECTION BY ARCHITECT
UPRIGHT QUICK ORDINARY 5.6 1/2" VIKING VK300
41
Item 3.
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
5
5
6
6
7
7
C C
E E
F F
3" INCOMING
FIRE SERVICE
3"SP
3"SP
3"SP RISE TO
DOUBLE-HEIGHT SPACE
3"SP
3"SP
3"SP
3"SP DROP FROM
DOUBLE-HEIGHT SPACE
AREA OF WORK
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F OR C O N S T R U C T I ON
PROJECT NUMBER
24
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F-100
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
FIRE PROTECTION
FLOOR PLAN
24375
REVISION DATE DESCRIPTION
DRAWING NOTES:
1. REFER TO SHEET F-000 FOR DESIGN CRITERIA.
42
Item 3.
SOV
PRE
TPR #
DGP
FAA
NAC #
MIC
GAP
UPS
CRT
PRN
FACP
FATC
BATT
EVAC
ECCU
FSCP XX
FSCU XX
AMP
ACU
ESR
PP
SAP
SCP
DACT
RSFACU XX
RTS
RI
RI
XX
F H
C
S
nW
C
FG
FSS
FT
CD
CD
CD
C
CD nW
C
DCL
DH
DCLS
X
IM
JB
XX
XX
XX
XX
SS
XX
XX
R
CO
XX
UV
AIM
#AIO
HT
LT
WF
PS
VS
LS XX
AOM
R
SOV
DPA
DRC
RAU
PWD
ARCS
A
FIRE ALARM SYMBOL LIST
CONTROL UNITS SYMBOLS
NOTIFICATION APPLIANCES SYMBOLS
SIGNAL INITIATING DEVICES & ACTIVATION SWITCHES
RELATED EQUIPMENT
AUXILIARY RADIO COMMUNICATION SYSTEM (ARCS)
PRE-ACTION SYSTEM/CONTROL UNIT
RELEASING SERVICE FIRE ALARM CONTROL UNIT
XX = SYSTEM TYPE
CO2 = CARBON DIOXIDE
DC = DRY CHEMICAL
HL = HALON
FO = FOAM
WC = WET CHEMICAL
CA = CLEAN AGENT
WM = WATER MIST
DL = DELUGE FIRE SPRINKLER
A = AEROSOL
FIRE ALARM CONTROL PANEL
PA = PRE-ACTION
HL = HALON
CA = CLEAN AGENT GAS
FIRE ALARM DATA GATHERING PANEL
FIRE ALARM TRANSPONDER
# = TRANSPONDER NUMBER
FIRE ALARM ANNUNCIATOR
NOTIFICATION CIRCUIT POWER BOOSTER PANEL
# = UNIT NUMBER
FIRE ALARM TERMINAL CABINET
BATTERY CABINET
VOICE EVACUATION CONTROL UNIT
REMOTE VOICE EVACUATION MICROPHONE
GRAPHIC ANNUNCIATOR PANEL
UNINTERRUPTIBLE POWER SUPPLY
CRT
PRINTER
EMERGENCY COMMUNICATIONS CONTROL UNIT
FIRE SUPPRESSION CONTROL PANEL
XX = SYSTEM TYPE
PA = PRE-ACTION
HL = HALON
CA = CLEAN AGENT GAS
FIRE SUPPRESSION CONTROL UNIT
XX = SYSTEM TYPE
AMPLIFIER RACK
AUTONOMOUS CONTROL UNIT
ELEVATOR STATUS / RECALL
DIGITAL ALARM COMMUNICATOR TRANSMITTER
POST-FIRE SMOKE PURGE PANEL
SPRINKLER ALARM PANEL
FIREFIGHTER'S SMOKE CONTROL PANEL
REMOTE ALARM INDICATING AND TEST SWITCH
REMOTE INDICATOR - CEILING MOUNTED
HORN ONLY - WALL MOUNTED
C = CEILING MOUNTED
SPEAKER ONLY - WALL MOUNTED
C = CEILING MOUNTED
FIRE ALARM GONG
FIRE ALARM BELL - SINGLE STROKE
FIRE ALARM BELL - TROUBLE
VISIBLE ONLY (STROBE) - CEILING MOUNTED
CD = CANDELA RATING/SETTING
COMBINATION HORN / VISIBLE (STROBE)
CD = CANDELA RATING / SETTING
C = CEILING MOUNTED
COMBINATION SPEAKER / VISIBLE (STROBE)
CD = CANDELA RATING / SETTING
C = CEILING MOUNTED
nW = WATTAGE SETTING (n = SPEAKER TAP)
nW = WATTAGE SETTING (n = SPEAKER TAP)
WP = WEATHERPROOF
WG = WIRE GUARD
H = HIGH AUDIBLE SETTING
L = LOW AUDIBLE SETTING
nW = WATTAGE SETTING
P = PENDENT
SL = SIGNAL LIGHT
RI = REMOTE INDICATOR
VISIBLE ONLY (STROBE) - WALL MOUNTED
CD = CANDELA RATING/SETTING
REMOTE INDICATOR - WALL MOUNTED
NOTIFICATION APPLIANCE
XX = TYPE
C = CEILING MOUNTED
DOOR HOLDER
DOOR CLOSER
J = JACK
H = HANDSET
A = ACCESSIBLE
ISOLATOR MODULE
(STYLE 6 OR 7 FAULT PROTECTION)
AIR SAMPLING DETECTOR PIPING (E.G. VESDA)
INTEGRATED SMOKE SENSOR AND DOOR CLOSER
END OF LINE RESISTOR
FIRE SERVICE OR EMERGENCY PHONE STATION,
XX = TYPE
JUNCTION BOX
HEAT DETECTOR - LINE TYPE
FLOW DETECTOR/SWITCH
PRESSURE DETECTOR/SWITCH
VALVE SUPERVISORY SWITCH
LEVEL DETECTOR/SWITCH, 'XX' DENOTES TYPE:
DK = DRILL KEY
MB = FIRE ALARM MASTER BOX
F = FIRE ALARM
PRE = PREACTION
MANUAL STATION (PULL STATION)
XX = FIRE ALARM BOX TYPE
CO2 = CARBON DIOXIDE
DC = DRY CHEMICAL
HL = HALON
FO = FOAM
WC = WET CHEMICAL
CA = CLEAN AGENT
WM = WATER MIST
DL = DELUGE FIRE SPRINKLER
A = AEROSOL
F = FIRE ALARM
PRE = PREACTION
ABORT SWITCH
XX = TYPE
CO2 = CARBON DIOXIDE
DC = DRY CHEMICAL
HL = HALON
FO = FOAM
WC = WET CHEMICAL
CA = CLEAN AGENT
WM = WATER MIST
DL = DELUGE FIRE SPRINKLER
A = ABORT SWITCH
AR = AEROSOL RELEASE ABORT STATION
M = MANUAL RELEASING STATION
HEAT DETECTOR / SENSOR (THERMAL DETECTION)
R/F = COMBINATION RATE OF RISE/FIXED TEMPERATURE
R/C = RATE COMPENSATION
F = FIXED TEMPERATURE
R = RATE OF RISE ONLY
XX = TYPE
AS = AIR SAMPLING
P = PHOTOELECTRIC
R = RELAY BASE
GAS DETECTOR / SENSOR
CO = CARBON MONOXIDE
CO2 = CARBON DIOXIDE
HCL = HYDROGEN CHLORIDE
CH4 = METHANE
BR = BEAM RECEIVER
BT = BEAM TRANSMITTER
I = IONIZATION
SB = SOUNDER BASE
ID = IN DUCT
SMOKE DETECTOR / SENSOR
XX = TYPE
SMOKE ALARM (SINGLE STATION)
SMOKE DETECTOR / SENSOR - WALL MOUNTED
AS = AIR SAMPLING
P = PHOTOELECTRIC
R = RELAY BASE
BR = BEAM RECEIVER
BT = BEAM TRANSMITTER
I = IONIZATION
SB = SOUNDER BASE
ID = IN DUCT
XX = TYPE
SMOKE DETECTOR / SENSOR FOR DUCT
SMOKE / HEAT DETECTOR / SENSOR COMBINATION
SMOKE / HEAT / CARBON MONOXIDE DETECTOR / SENSOR
XX = TYPE
FLAME DETECTOR
UV = ULTRAVIOLET
IR = INFRARED
UV/IR = COMBINATION ULTRAVIOLET/INFRARED
VR = VISIBLE RADIATION
XX = TYPE
HIGH TEMPERATURE SWITCH
LOW TEMPERATURE SWITCH
ADDRESSABLE INPUT MODULE
ADDRESSABLE INPUT/OUTPUT MODULE
# = NUMBER OF INPUTS AND OUTPUTS
XX = TYPE
HI = HIGH
LO = LOW
ADDRESSABLE OUTPUT MODULE
NON-ADDRESSABLE OUTPUT RELAY
SOLENOID VALVE
DIPOLE ANTENNA
LOW PROFILE ANTENNA
AUXILIARY RADIO COMMUNICATION SYSTEM
DEDICATED RADIO CONSOLE
RADIO AMPLIFICATION UNIT
POWER DIVIDER
(ORIENTATION NOT TO BE CHANGED)
S
S
S
S
S
H
H
H
H
NEW FA SYSTEM
1. THE CONTRACTOR SHALL PROVIDE A NEW FULLY OPERATIONAL FIRE ALARM SYSTEM AS REQUIRED FOR THIS
PROJECT. THE SYSTEM SHALL BE MANUAL AND AUTOMATIC, ADDRESSABLE TYPE AND PROVIDED IN
ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS, ALL APPLICABLE BUILDING AND
ELECTRICAL CODES, RULES, REGULATIONS, NFPA STANDARDS, MANUFACTURER AND AUTHORITIES HAVING
JURISDICTION (AHJ).
2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF THE SYSTEM AND WORK
REQUIRED. FINAL FIRE ALARM SYSTEM CONFIGURATION AND ARRANGEMENTS, CIRCUITRY TYPE AND SIZING,
INSTALLATION DETAILS, ETC. SHALL BE INCLUDED INTO THE SHOP DRAWINGS PREPARED BY THE VENDOR.
3. FIRE ALARM SYSTEM WIRING AND EQUIPMENT INSTALLATION SHALL BE IN COMPLIANCE WITH CODE
REQUIREMENTS FOR PATHWAY AND COMPONENT SURVIVABILITY LEVELS AS APPLICABLE FOR THIS PROJECT.
4. THE CONTRACTOR SHALL PROVIDE ALL FILING, OBTAIN ALL APPROVALS AS REQUIRED FOR THE SYSTEM
INSTALLATION AND ACCEPTANCE AND PAY ALL REQUIRED FEES.
5. FIRE ALARM SYSTEM COMPONENTS SHALL BEAR ALL REQUIRED APPROVALS AND LISTINGS.
6. FINAL LOCATIONS OF FIRE ALARM SYSTEM EQUIPMENT SHALL BE IN COMPLIANCE WITH THE BUILDING CODE
AND AS REQUIRED BY THE AHJ.
7. NO CHANGE OR MODIFICATIONS TO THE DESIGNED SYSTEM SHALL BE PERMITTED WITHOUT WRITTEN
APPROVAL FROM THE ENGINEER OF RECORD AND/OR THE AHJ.
8. THE FIRE ALARM SYSTEM SHALL BE INTERFACED WITH OTHER SYSTEMS AS REQUIRED FOR MONITORING
AND/OR CONTROL (I.E. FIRE PROTECTION, ELEVATOR, SECURITY, A/V, GENERATOR, HVAC, BMS SYSTEMS,
ETC. AS APPROPRIATE FOR THIS PROJECT). REFER TO THE SYSTEM MATRIX OF OPERATION FOR MORE
INFORMATION. REVIEW CONTRACT DRAWINGS OF OTHER DISCIPLINES AS RELEVANT FOR LOCATIONS AND
QUANTITIES OF ALL DEVICES AND EQUIPMENT FOR THE ABOVE SYSTEMS THAT HAVE TO BE INTERFACED. THE
FINAL LOCATIONS SHALL BE COORDINATED WITH RELEVANT CONTRACTORS.
9. COORDINATE EXACT FINAL LOCATIONS OF ALL DEVICES WITH THE ARCHITECT.
10. ALL EQUIPMENT, DEVICES AND COMPONENTS MOUNTING HEIGHTS SHALL BE AS REQUIRED BY CONTRACT
DOCUMENTS AND BE IN COMPLIANCE WITH APPLICABLE STANDARDS, CODES, MANUFACTURER AND AHJ
REQUIREMENTS.
11. FIRE ALARM NOTIFICATION DEVICE AUDIBILITY AND VISIBLE DEVICE FINAL INTENSITY PROVISIONS AND
SETTINGS SHALL BE IN COMPLIANCE WITH THE CODE REQUIREMENTS.
12. DUCT SMOKE DETECTORS SHALL BE PROVIDED AS REQUIRED BY THE CONTRACT DOCUMENTS AND WERE
REQUIRED BY CODE. REFER TO HVAC CONTRACT DOCUMENTS FOR MORE INFORMATION. DUCT SMOKE
DETECTORS SHALL BE MOUNTED ON THE DUCTWORK IN IN ACCORDANCE WITH CODE REQUIREMENTS AND
MANUFACTURER INSTRUCTIONS. PROVIDE REMOTE INDICATOR LIGHT/TEST SWITCH FOR EACH DUCT SMOKE
DETECTOR THAT IS NOT READILY ACCESSIBLE (SUCH AS DETECTORS INSTALLED IN DROP CEILING OR IN
REMOTE LOCATION). THE FINAL LOCATIONS AND QUANTITIES OF DUCT SMOKE DETECTORS SHALL BE
COORDINATED WITH THE MECHANICAL CONTRACTOR.
13. PROVIDE ALL WORK AS REQUIRED BY THE CONTRACT DOCUMENTS AND CODES FOR OPERATION OF
MOTORIZED FIRE/SMOKE DAMPERS AND FAN CONTROL AND MONITORING FROM THE FIRE ALARM SYSTEM.
14. CEILING MOUNTED AREA SMOKE DETECTORS SHALL BE MOUNTED AT LEAST 5 FEET FROM SUPPLY AND
RETURN REGISTERS. PROVIDE ADDITIONAL AREA SMOKE DETECTORS IN BEAM POCKETS WHERE REQUIRED
FOR CODE COMPLIANCE.
15. ALL CEILING MOUNTED DEVICES SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE AND NOT TO
THE CEILING GRID. ALL WALL-MOUNTED DEVICES SHALL BE SECURELY MOUNTED IN PLACE. PLASTIC
ANCHORS ARE NOT ACCEPTABLE.
16. DEVICE LOCATIONS SHALL BE READILY ACCESSIBLE TO ALLOW FOR MAINTENANCE AND REPAIR.
17. NO CONDUITS ARE TO ENTER THE TOP OF A FIRE ALARM CONTROL PANEL.
18. EQUIPMENT INSTALLED ON OTHER THAN MASONRY WALLS SHALL BE MOUNTED WITH MODULAR CHANNEL
SUPPORTS SECURED TO THE BUILDING STRUCTURE.
19. IN GENERAL, ALL WIRING SHALL BE INSTALLED IN NON-FLEXIBLE METALLIC CONDUITS EXCEPT WHERE CODE
AND/OR LOCAL AHJ ALLOW TO RUN WIRING WITHOUT CONDUITS. UTILIZE EMT CONDUITS FOR INSTALLATIONS
OVER 8 FEET ABOVE FINISHED FLOOR, WERE CONDUITS ARE NOT SUBJECT TO PHYSICAL DAMAGE AND
WHERE EMT USE IS PERMITTED BY THE CODE. OTHERWISE, UTILIZE RIGID GALVANIZED CONDUIT. MINIMUM
CONDUIT SIZE SHALL BE ¾”. FINAL CONDUIT SIZES SHALL BE BASED ON ACTUAL NUMBER AND TYPE OF FIRE
ALARM CABLES AS REQUIRED BY THE VENDOR.
20. RACEWAYS IN FINISHED AREAS SHALL BE CONCEALED UNLESS OTHERWISE IS ALLOWED BY THE ARCHITECT.
21. MAINTAIN AT LEAST 12” DISTANCE OF FIRE ALARM WIRING FROM POWER SYSTEM WIRING.
22. NO LOW VOLTAGE WIRING SHALL BE PERMITTED IN THE SAME RACEWAY WITH POWER WIRING. FIRE ALARM
WIRING SHALL NOT BE MIXED WITH NON-FIRE ALARM WIRING.
23. ANY REQUIREMENTS FOR SHIELDING OF CERTAIN CONDUCTORS OR RUNNING THEM IN SEPARATE RACEWAYS
SHALL BE AS RECOMMENDED BY THE MANUFACTURER.
24. ALL FIRE ALARM WIRING SHALL BE CLEARLY LABELED IN JUNCTION BOXES AND EQUIPMENT CABINETS. ALL
TERMINALS SHALL BE NUMBERED AND LABELED.
25. ALL FIRE ALARM EQUIPMENT SHALL BE CLEARLY LABELED.
26. PROVIDE ALL CUTTINGS, PATCHING AND PAINTING AS REQUIRED. PENETRATIONS OF FIRE RATED WALLS OR
FLOORS SHALL BE SEALED WITH APPROVED MATERIAL AS REQUIRED TO MAINTAIN REQUIRED FIRE RATING.
27. AS-BUILT DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR UPON THE PROJECT COMPLETION.
28. THE FINAL SYSTEM PROGRAMMING SHALL BE AS REQUIRED BY THE AHJ.
29. REFER TO THE CONTRACT SPECIFICATIONS FOR MORE INFORMATION AND REQUIREMENTS.
FIRE ALARM GENERAL NOTES
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
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WHOID[
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STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
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2
4
7
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FA-000
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
FIRE ALARM COVER
SHEET
24375
REVISION DATE DESCRIPTION
43
Item 3.
F
F
F F
F
F
F
S
S
S
S
S
S
F
FACP
TS WF
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
SOFT SEATING/
CIRCULATION
101
STORAGE / IT
103
MECH
106
TOILET
111
WATER
115 VESTIBULE
116
JANITOR
114 WRR
113
VESTIBULE
100
ACTIVITY ROOM
108
ACTIVITY ROOM
107
ACTIVITY ROOM
109
QR
104
KITCHEN
105
WARMING /
BREAKOUT
110
MRR
112
RECEPTION
102
ERV-1
5
5
6
6
7
7
C C
E E
F F
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
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ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
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1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
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STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
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2
4
7
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FA-100
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
FIRE ALARM FLOOR
PLAN
24375
REVISION DATE DESCRIPTION
048 16
SCALE IN FEET
44
Item 3.
S
S
AIM
AIM
AOM
AOM
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
RTU-1
RTU-2
5
5
6
6
7
7
C C
E E
F F
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
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8NLSFYZWJ
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STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
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2
0
2
4
7
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5
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FA-101
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
FIRE ALARM ROOF
PLAN
24375
048 16
SCALE IN FEET
REVISION DATE DESCRIPTION
45
Item 3.
1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL DRAWINGS.
2. ALL WORK IS NEW UNLESS OTHERWISE NOTED.
3. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD.
RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT.
4. COORDINATE THIS WORK WITH THAT OF OTHER TRADES.
5. NEITHER ACCURACY NOR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON DRAWINGS IS
GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES IN FIELD, WHETHER OR
NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS OF UNMARKED UTILITY LINES AS
NECESSARY TO PERFORM WORK OF THIS SECTION.
6. MANUFACTURERS MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR
PERFORMANCE AND MATERIALS.
7. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS.
8. PROVIDE ACCESS PANELS FOR EQUIPMENT FOR INSPECTION AND SERVICE. ACCESS PANEL SHALL BE SIZED
TO PERMIT REPLACEMENT OF EQUIPMENT.
9. PROVIDE HANGERS, INSERTS, ANCHORS, SUPPLEMENTAL STEEL & SUPPORTS AS REQUIRED TO SUPPORT
DUCTWORK, PIPING AND EQUIPMENT FROM STRUCTURE.
10. ALL MISCELLANEOUS MOUNTING HARDWARE, ATTACHMENTS, SUPPLEMENTAL STEEL AND MEANS OF
SUPPORTING DUCTWORK/PIPING/EQUIPMENT FROM BUILDING STRUCTURE SHALL BE SIZED FOR ITS
INTENDED PURPOSE AND CAPACITY RATING. COORDINATE WITH HARDWARE MANUFACTURER FOR SPECIFIC
REQUIREMENTS AND FIELD CONDITIONS AT POINT OF CONNECTION. REVIEW ALL ATTACHMENTS TO
STRUCTURE WITH OWNER’S STRUCTURAL ENGINEER.
11. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE FACILITY.
12. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS.
MECHANICAL CONTRACTOR TO NOTIFY OWNER PRIOR TO STARTING WORK TO VERIFY COMPLIANCE WITH
BOND AND WARRANTY OF EXISTING ROOF.
13. RUN DUCTS AND PIPING CONCEALED, UNLESS OTHERWISE SPECIFIED AND CLEAR OF CEILING INSERTS.
14. INSTALL THERMOSTATS AT ADA HEIGHT ABOVE FINISHED FLOOR OR AS DIRECTED OTHERWISE BY
ARCHITECT.
15. STRUCTURAL WELDING SHALL BE CONTINUOUS 1/4" FILLET UNLESS REQUIRED OTHERWISE.
AIR SYSTEMS:
16. AIR SYSTEMS REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR
DEVICES.
17. INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS. INCREASE DUCT SIZE AS NECESSARY TO
MAINTAIN FREE FLOW AREA INDICATED.
18. USE FLAT TRANSVERSE SEAM FOR DUCTWORK WHERE SPACE AVAILABLE DICTATES.
19. DIFFUSER SIZES SHOWN ARE NECK SIZES. REGISTERS AND GRILLE SIZES ARE NOMINAL.
20. PROVIDE VOLUME DAMPERS OR OTHER APPROVED BALANCING DEVICES AT DUCT BRANCHES AND RUN OUTS,
AND AT REGISTER GRILLE AND DIFFUSER NECKS IN SUPPLY, RETURN AND EXHAUST DUCTWORK WHETHER
SHOWN OR NOT.
21. DUCTWORK DOWNSTREAM OF ALL VAV AND FAN POWERED VAV BOXES SHALL BE ACOUSTICALLY LINED WITH
1" ACOUSTICAL LINING FOR A MINIMUM OF 15 FEET.
22. PROVIDE 36" CLEARANCE IN FRONT OF ALL ELECTRIC CONTROL PANELS PER N.E.C. AND MFG.
REQUIREMENTS.
23. VAV DUCT INLET/OUTLET SIZE SHALL BE AS SCHEDULED OR AS INDICATED ON THE FLOOR PLANS. PROVIDE
TRANSITION FROM DUCT SIZE INDICATED ON THE FLOOR PLANS TO VAV BOX INLETS.
PIPING SYSTEMS:
24. PITCH PIPING 1" IN 20' IN DIRECTION OF FLOW.
25. PROVIDE TRAPS IN CONDENSATE LINES THAT EXTEND OVER 2".
MECHANICAL GENERAL NOTES
M
H
SD
H
DDCP
SD M
FSD M
T
S
OAS
O2
R
NO2
CO2
RPM
CO
SINGLE LINE DUCTWORK OR EQUIPMENT - EXISTING
EXISTING DUCTWORK TO BE REMOVED
DUCTWORK WITH ACOUSTIC LINING
VOLUME DAMPER
FIRE DAMPER AND ACCESS DOOR
BACKDRAFT DAMPER
AUTOMATIC DAMPER
HVAC DUCTWORK
SINGLE LINE DUCTWORK OR EQUIPMENT - NEW
DUCTWORK UNDER POSITIVE PRESSURE
(SUPPLY AIR OR FAN DISCHARGE)
DUCTWORK UNDER NEGATIVE PRESSURE
(RETURN OR OUTSIDE AIR)
VD
FD
BDD
COMBINATION SMOKE AND FIRE DAMPER
WITH ACCESS DOOR
RISE IN DUCTWORK (IN DIRECTION OF AIR FLOW)R
DROP IN DUCTWORK (IN DIRECTION OF AIR FLOW)D
CENTERLINE
CUBIC FEET PER MINUTEOR CFM
DIAMETERØ
SQUARE FEET
OVAL DUCTWORK
TYPE A CEILING DIFFUSER
400 CFM SUPPLY AIR
RECTANGULAR CEILING DIFFUSER WITH 12"x12" NECK
400 CFM SUPPLY AIR
TYPE A CEILING RETURN GRILLE/CEILING EXHAUST
GRILLE, 400 CFM RETURN/EXHAUST AIR
RECTANGULAR DIFFUSER WITH BLANKING PLATE
10"x6" TOP REGISTER, 150 CFM SUPPLY AIR10x8 TRS
150
10x8 TGR
150
10"x6" TOP REGISTER (TOP GRILLE)
150 CFM RETURN AIR
10x8 BGE
150
10"x6" BOTTOM REGISTER (BOTTOM GRILLE)
150 CFM EXHAUST AIR
VANED ELBOW (SEE DETAIL)
VANED ELBOW (SEE DETAIL) OR RADIUS ELBOW
FLEXIBLE DUCT
SLOTTED LINEAR DIFFUSER WITH PLENUM
DUCT FLEXIBLE CONNECTION
VERTICAL DUCT DROP
(IN DIRECTION OF AIR FLOW)
VERTICAL DUCT RISE
(IN DIRECTION OF AIR FLOW)
VARIABLE AIR VOLUME BOX
TYPE A
VARIABLE AIR VOLUME BOX, TYPE A,
WITH REHEAT COIL
VARIABLE AIR VOLUME BOX, TYPE A, WITH
SOUND ATTENUATOR AND REHEAT COIL
THERMOSTAT
HUMIDISTAT
SMOKE DETECTOR
HUMIDIFIER
NEW PIPE WITH DIRECTION OF FLOW
PIPE DROP
PIPE RISE
HVAC PIPING
EXISTING PIPING
EXISTING PIPING TO BE REMOVED
EXISTING PIPING TO BE ABANDONED
PITCH UP IN DIRECTION OF FLOW
PITCH DOWN IN DIRECTION OF FLOW
UNION
CONCENTRIC REDUCER
ECCENTRIC REDUCER - FLAT BOTTOM
ECCENTRIC REDUCER - FLAT TOP
FLANGED CONNECTION
U
D
FLANGED END - BLIND FLANGE
EXPANSION LOOP
PIPE EXPANSION JOINT
PIPE ALIGNMENT GUIDE
PIPE ANCHOR
ISOLATION VALVE, REFER TO SPECIFICATIONS
FOR VALVE TYPE
ANGLE GATE VALVE
GLOBE VALVE
ANGLE GLOBE VALVE
NEEDLE VALVE COCK
DRAIN VALVE
LOCK SHIELD VALVE
CHECK VALVE, SWING OR LIFT
SILENT CHECK (NON-SLAM) VALVE
FLEXIBLE CONNECTOR
SQUARE HEAD COCK
BALANCING VALVE
PLUG VALVE (TYPE AS NOTED)
AUTOMATIC CONTROL VALVE
THREE-WAY AUTOMATIC CONTROL VALVE
"Y" TYPE STRAINER WITH BLOWOFF VALVE AND CAP
THERMOMETER AND WELL
PRESSURE GAUGE WITH SYPHON
PUMP
MECHANICAL SYMBOL LIST
AUTOMATIC SMOKE DAMPER
DOOR UNDERCUTUC
CONDENSER WATER SUPPLY
CHILLED WATER RETURN
CONDENSER WATER RETURN
CHILLED WATER SUPPLY
DOMESTIC WATER
DRAIN
HOT WATER RETURN
HOT WATER SUPPLY
CWR
CWS
CHWR
CHWS
DW
D
HWR
HWS
HVAC GENERAL
POINT OF CONNECTION
POINT OF DISCONNECTION
NEW STEEL CUT
EXISTING STEEL CUT
DIRECT DIGITAL CONTROL PANEL
SECTION DESIGNATION
SHEET No. WHERE SECTION IS SHOWN
EQUIPMENT TAG NUMBER
XXX-XX-XX
FLOOR DESIGNATION
EQUIPMENT DESIGNATION
UNIT NUMBER 3
ACU-2-3
SECOND FLOOR
AIR CONDITIONING UNIT
HVAC EQUIPMENT DESIGNATIONS
BALL JOINT
VAV-A
VAV-A
VAV-A
SECTION DESIGNATION
SHEET No. WHERE SECTION IS SHOWN
DUCTWORK UNDER NEGATIVE PRESSURE
(EXHAUST AIR)
CD-A
400
12x12 CD
400
CR-A
400
CE-A
400
10"x8" CEILING RETURN GRILLE/CEILING EXHAUST
GRILLE, 300 CFM RETURN/EXHAUST AIR
10x8 CR
300
10x8 CE
300
CARBON MONOXIDE SENSOR
CARBON DIOXIDE SENSOR
NITROGEN DIOXIDE SENSOR
REFRIGERANT SENSOR
OXYGEN SENSOR
OUTSIDE AIR SENSOR
ROOM PRESSURE MONITOR
CL
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
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DUFKLWHFWV
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WHOID[
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STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
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M-000
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
HVAC COVER SHEET
24375
MECHANICAL ABBREVIATIONS
AAMPERES
AAV AUTOMATIC AIR VENT
AC AIR CONDITIONING
ACCU AIR COOLED CONDENSING UNIT
ACS AUTOMATIC CONTROL SYSTEM
ACU AIR CONDITIONING UNIT
AD ACCESS DOOR
AF AFTER FILTER
AFDW AIR FOIL DOUBLE WIDTH
AFF ABOVE FINISHED FLOOR
AFMS AIR FLOW MONITORING STATION
AFSW AIR FOIL SINGLE WIDTH
AHU AIR HANDLING UNIT
AL ALUMINUM
AMCS AUTOMATED MONITORING AND CONTROL SYSTEM
AP ACCESS PANEL
BAD BOTTOM ANGULAR DISCHARGE
BD BLOW DOWN
BF BOOSTER FAN
BFP BOILER FEED PUMP
BGE BOTTOM EXHAUST GRILLE
BGR BOTTOM RETURN GRILLE
BHD BOTTOM HORIZONTAL DISCHARGE
BHP BRAKE HORSEPOWER
BIDW BACKWARD INCLINE DOUBLE WIDTH
BISW BACKWARD INCLUDE SINGLE WIDTH
BMS BUILDING MANAGEMENT SYSTEM
BRS BOTTOM SUPPLY REGISTER
BT BOTTOM THROAT
BTU BRITISH THERMAL UNIT
BTUH BTU PER HOUR
C CONVERTOR
CAC CONTROL AIR COMPRESSOR
CC COOLING COIL
CCP CENTRAL CONTROL PANEL
CCW COUNTER CLOCKWISE
CD CEILING DIFFUSER
CFFC CAP FOR FUTURE CONNECTION
CFM CUBIC FEET PER MINUTE
CFP CHEMICAL FEED PUMP
CG CEILING GRILLE
CH CHILLER
CHWP CHILLED WATER PUMP
CLG CEILING
CO CLEAN-OUT DOOR
COD CABLE OPERATED DAMPER
COMPR COMPRESSOR
COND CONDENSATE
COV CHAIN OPERATED VALVE
CP CONDENSATE PUMP
CPA CONTROL POINT ADJUSTMENT
CPU CONDENSATE PUMP UNIT
CR CEILING REGISTER
CT COOLING TOWER
CU FT CUBIC FEET
CU IN CUBIC INCHES
CUH CABINET UNIT HEATER
CV CONSTANT VOLUME
CW CLOCKWISE
CWP CONDENSER WATER PUMP
°C DEGREES CENTIGRADE (CELSIUS)
D DROP
DB DRY BULB
DBD DOWN BLAST DISCHARGE
DF DUCT FURNACE UNIT
DFWP DEAERATOR FEED WATER PUMP
DG DIESEL GENERATOR
DHW DOMESTIC HOT WATER
DMPR DAMPER
DN DOWN
DOP DIESEL OIL PUMP
DWG DRAWING
DX DIRECT EXPANSION
ø,DIAM DIAMETER
(E) EXISTING TO REMAIN
(ER) EXISTING TO BE REMOVED
(ERR) EXISTING TO BE REMOVED & RELOCATED
EA EACH
EAT ENTERING AIR TEMPERATURE
EDB ENTERING DRY BULB TEMPERATURE
EDH ELECTRIC DUCT HEATER
EDR EQUIVALENT DIRECT RADIATION
EF EXHAUST FAN
EL ELEVATION
ELEC ELECTRIC
ELEV ELEVATOR
EQ EQUAL
ET EXPANSION TANK
EUH ELECTRIC UNIT HEATER
EWB ENTERING WET BULB
EWT ENTERING WET TEMPERATURE
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
FFILTER
F&T FLOAT AND THERMOSTATIC
FA FREE AREA (SQ.FT.)
FC FLEXIBLE CONNECTION
FCDW FORWARD CURVED DOUBLE WIDTH
FCSW FORWARD CURVED SINGLE WIDTH
FCU FAN COIL UNIT
FD FIRE DAMPER
FF FINAL FILTER
FG FINISHED GRADE
FIN FL FINISHED FLOOR
FLA FULL LOAD AMPERES
FOP FUEL OIL PUMP
FOT FUEL COIL TANK
FPI FINS PER INCH
FPM FEET PER MINUTE
FPS FEET PER SECOND
FR FLOOR REGISTER
FT FEET
FTR FINNED TUBE RADIATION
FV FACE VELOCITY
FX FUME HOOD EXHAUST
°F DEGREES FAHRENHEIT
GGAUGE
GAL GALLON
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GX GENERAL EXHAUST
H HUMIDIFIER
HALX HALON EXHAUST
HC HEATING COIL
HD HEAD
HR HOUR
HRC HEAT RECOVERY COIL
HT HEIGHT
HTWP HIGH TEMPERATURE WATER PUMP
HV HEATING AND VENTILATING
HWP HOT WATER PUMP
HX HEAT EXCHANGER
HZ FREQUENCY
IN INCH OR INCHES
IPS IRON PIPE SIZE
KW KILOWATT
KX KITCHEN RANGE HOOD EXHAUST
LLENGTH
LAT LEAVING AIR TEMPERATURE
LBS POUNDS
LCP LOCAL CONTROL PANEL
LD LINEAR DIFFUSER
LDB LEAVING DRY BULB TEMPERATURE
LF, LIN.FT. LINEAR FEET
LR LINEAR RETURN
LRA LOCKED ROTOR AMPS
LV LOW VELOCITY
LWB LEAVING WET BULB TEMPERATURE
LWT LEAVING WATER TEMPERATURE
MAV MANUAL AIR VENT
MAX MAXIMUM
MB MIXING BOX
MBH THOUSAND BTU PER HOUR
MCC MOTOR CONTROL CENTER
MER MECHANICAL EQUIPMENT ROOM
MHP MOTOR HORSEPOWER
MIN MINIMUM
MM MILLIMETER
MOT MOTOR
MOV MOTOR OPERATED VALVE
MX MECHANICAL ROOM EXHAUST
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NO. NUMBER
NPSH NET POSITIVE SUCTION HEAD
NTS NOT TO SCALE
OA OUTSIDE AIR
OAI OUTSIDE AIR INTAKE
OD OUTSIDE DIAMETER
OED OPEN END DUCT
OV OUTLET VELOCITY
PPUMP
PCC PRE-COOLING COIL
PD PRESSURE DROP
PF PRE-FILTER
PHC PREHEAT COIL
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIA PSI ABSOLUTE
PSIG PSI GAUGE
(RE) RELOCATED EXISTING
(RRO) EXISTING TO REMOVED AND RETURN TO OWNER
RRISE
RA RETURN AIR
RAD RADIATION
RCC RECOOLING COIL
REFR REFRIGERANT
RF RETURN FAN
RH RELATIVE HUMIDITY
RHC REHEAT COIL
RHWP REHEAT WATER PUMP
RLA RUNNING LOAD AMPS
RLFA RELIEF AIR
RM ROOM
ROT ROTATION
RPM REVOLUTIONS PER MINUTE
SA SUPPLY AIR
SAU SOUND ATTENUATION UNIT
SCHWP SECONDARY CHILLED WATER PUMP
SD SMOKE DETECTOR
SF SUPPLY FAN
SHWP SECONDARY HOT WATER PUMP
SLD STRIPLINE DIFFUSER
SMK.CTL. SMOKE CONTROL OPERATION
SP STATIC PRESSURE
SPEC SPECIFICATION
SQ.FT. SQUARE FEET
SS STAINLESS STEEL
SX SMOKE EXHAUST
TTHROAT
TAD TOP ANGULAR DISCHARGE
TDH TOTAL DYNAMIC HEAD
TEMP TEMPERATURE
TF TERMINAL FILTER
TG TOP GRILLE
TGE TOP EXHAUST GRILLE
TGR TOP RETURN GRILLE
THD TOP HORIZONTAL DISCHARGE
TR TOP REGISTER
TRD TRANSFER DUCT
TRF TRANSFER FAN
REVISION DATE DESCRIPTION
TRG TRANSFER GRILLE
TRS TOP SUPPLY REGISTER
TS TIP SPEED
TT TOP THROAT
TV TURNING VANES
TX TOILET EXHAUST
TYP TYPICAL
UBD UPBLAST DISCHARGE
UH UNIT HEATER
UON UNLESS OTHERWISE NOTED
VVOLTS
VA VENTILATION AIR
VAC VACUUM
VAV VARIABLE AIR VOLUME UNIT
VF VENTILATION FAN
VFD VARIABLE FREQUENCY DRIVE
VIV VARIABLE INLET VANES
VP VACUUM PUMP
W WIDTH
W/ WITH
W/O WITHOUT
WB WET BULB
WC WATER COLUMN
WG WATER GAUGE
WMS WIRE MESH SCREEN
WP WORKING PRESSURE
WSP WORKING STEAM PRESSURE
46
Item 3.
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
CD-A
CD-A
5
5
6
6
7
7
C C
SA UP
TO RTU
CR-A
CR-A
CD-A
CD-A
CE-A CE-A
CE-ACE-A
10x6 EXH
36x12 SA
32
x
1
2
S
A
12
x
1
2
S
A
22
x
1
2
S
A
22x12 RA
22
x
1
2
R
A
32x12 SA RISE.
REFER TO M-101
FOR CONTINUATION
E E
F F
VAV
VAV
VAV
CE-A
30x12 SA
36
x
1
2
S
A
RA UP
TO RTU.
SA UP
TO RTU
6ø EXH
6ø EXH
10
x
1
0
E
X
H
10x10 EXH
ERV-1
ERV TO BE INSTALLED 8'-6" A.F.F.. PRIMARY
AIR TO RTU-1 AND RTU-2. PROVIDE
GOOSENECK OUTSIDE AIR INTAKE AND
EXHAUST THRU ROOF. ADDITIONAL
DUCTWORK NOT SHOWN
CE-A
LBD-A
LBD-A
LBD-A
LBD-A
LBD-A
LBD-A
LBR-A
LBR-A
LBD-A
LBD-A
LBR-A TO BE
INSTALLED 0'- 6" A.F.F.
COORDINATE WITH
ARCHITECT AND
STRUCTURAL (TYP).
LBD-A TO BE
INSTALLED 9'-6" A.F.F..
COORDINATE WITH
ARCHITECT AND
STRUCTURAL (TYP).
24
x
1
2
R
A
RA UP
TO RTU
EXH TO ERV
LBR-A
CR-A
10x6 EXH
ADD ALTERNATIVE
PROVIDE RADIANT FLOOR HEATING USING A HOT
WATER BOILER AND LOOP SYSTEM FOR THE AREA.
RADIANT FLOOR BOILER, PUMP, CONTROL PANEL,
AND COMPONENTS TO BE LOCATED IN MECHANICAL
ROOM. COORDINATE WITH STRUCTURAL AND
ARCHITECTURAL.
PROVIDE ELECTRIC UNIT
HEATER. COORDINATE WITH
PLUMBING AND FIRE
PROTECTION.
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
4
6
:
5
8
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
M-100
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
HVAC FLOOR PLAN
24375
REVISION DATE DESCRIPTION
DRAWING NOTES:
1. PROVIDE AND COORDINATE ACCESS PANEL WITH ARCHITECTURAL AS NECESSARY.
2. PROVIDE ELECTRIC RADIANT CEILING PANEL FOR THE RESTROOMS.
47
Item 3.
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
5
5
6
6
7
7
C C
E E
F F
RTU-1
RTU-2
SA DROP. REFER TO
M-100 FOR
CONTINATION
22
x
1
2
S
A
LBD-A
LBD-A
LBD-A
LBD-A
LBD-A
LBD-A
LBD-A
LBD-A
LBD-A
LBD-A
12x12 SA
22x12 SA
VAV
VAV
PROVIDE GOOSENECK OUTSIDE
AIR INTAKE AND EXHAUST FOR
ERV (NOT SHOWN).
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
4
6
:
5
9
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
M-101
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
HVAC FLOOR PLAN
24375
REVISION DATE DESCRIPTION
48
Item 3.
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
5
5
6
6
7
7
C C
E E
F F
DSF-A DSF-A
DSF-ADSF-A
DSF-A DSF-A
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
4
6
:
5
9
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
M-102
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
HVAC FLOOR PLAN
24375
REVISION DATE DESCRIPTION
49
Item 3.
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
4
7
:
0
2
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
M-300
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
HVAC SCHEDULES
24375
REVISION DATE DESCRIPTION
1. XXX
2. XXX
3. XXX
4. XXX
NOTES:
GAS-FIRED PACKAGED ROOFTOP UNIT SCHEDULE (1/2)
UNIT No. LOCATION SERVICE
UNIT AIR FLOW
NOMINAL TONNAGE
SUPPLY FAN DATA DX COOLING COIL DATA
MANUFACTURER MODEL REMARKSTOTAL SUPPLY
MINIMUM OUTSIDE
AIR ESP
FAN DATA
HP (EA) FLA (EA) DRIVE TYPE VOLTS PHASE FREQUENCY
GROSS CAPACITY (MBH)
AIR PD
TEMPERATUIRES
QTY AIRFLOW (EA) TYPE TOTAL SENSIBLE EDB EWB LDB LWB
RTU-1 LOW ROOF 3500 CFM 0 CFM 6 0 in-wg 0 0 0 hp 0 0 V 0 0 Hz 0 0 0 in-wg -460 °F -460 °F -460 °F -460 °F
RTU-2 LOW ROOF 3500 CFM 0 CFM 6 0 in-wg 0 0 0 hp 0 0 V 0 0 Hz 0 0 0 in-wg -460 °F -460 °F -460 °F -460 °F
1. XXX
2. XXX
3. XXX
4. XXX
NOTES:
GAS-FIRED PACKAGED ROOFTOP UNIT SCHEDULE (2/2)
UNIT No. LOCATION SERVICE
GAS HEATING DATA UNIT ELECTRICAL DATA
MANUFACTURER MODEL REMARKSEFFICIENCY INPUT (MBH) OUTPUT (MBH)
No. OF
STAGES
INPUT (MBH)
HIGH/LOW
OUTPUT (MBH)
HIGH/LOW EAT LAT
TURNDOWN
RATIO
GAS PRESSURE LOADS
VOLTS PHASE FREQMIN MAX MCA MOCP
RTU-1 LOW ROOF 0% 0 0 -459.67 °F -459.67 °F 0% 0 in-wg 0 in-wg 0 0 0 V 1 0 Hz
RTU-2 LOW ROOF 0% 0 0 -459.67 °F -459.67 °F 0% 0 in-wg 0 in-wg 0 0 0 V 1 0 Hz
1. XXX
2. XXX
NOTES:
ENERGY RECOVERY UNIT SCHEDULE
Mark SERVICE
O.A. AIR
FLOW
SUPPLY FAN DATA EXHAUST FAN DATA ENERGY RECOVERY WHEEL SUPPLY DATA ENERGY RECOVERY WHEEL EXHAUST DATA MOTOR DATA ELECTRICAL DATA UNIT DIMENSIONS
OPERATING
WT. (LBS)MANUFACTURER MODEL REMARKSCFM
EXT. SP
(IN. WG)
TOTAL
SP (IN.
WG)QUANTITY
SIZE (IN.)
STARTER
TYPE
BHP /
FAN HP / FAN
FLA /
FAN RPM CFM
EXT. SP
(IN. WG)
TOTAL SP
(IN. WG)QUANTITY
SIZE (IN.)
STARTER
TYPE
BHP /
FAN
HP /
FAN
FLA /
FAN RPM
SUMMER
EEF (%)
WINTER
EFF (%)
SUMMER WINTER
MHP FLA RPM
APPARENT LOAD
(VA)
SYSTEM
FLA VOLTS PHASE HZ LENGTH WIDTH HEIGHTWIDTH HEIGHT WIDTH HEIGHT
EDB
(°F)
EWB
(°F)
LDB
(°F)
LWB
(°F)
EDB
(°F)
EWB
(°F)
LDB
(°F)
LWB
(°F)
EDB
(°F)
EWB
(°F)
LDB
(°F)
LWB
(°F)
EDB
(°F)
EWB
(°F)
LDB
(°F)
LWB
(°F)
ERV-1 1000 0 0.00 0.00 0 0" 0" 0.00 0 0.00 0 0 0.00 0.00 0 0" 0" 0.00 0 0.00 0 -460 -460 -460 -460 0 -460 -460 -460 -460 0 -460 -460 -460 -460 -460 -460 -460 -460 0.00 0.00 0 VA 0 0 1 0 5' - 0" 3' - 0" 3' - 0" 0.00
1. XXX
2. XXX
3. XXX
NOTES:
FAN SCHEDULE
DESIGNATION LOCATION SERVICE FAN TYPE QUANTITY
PERFORMANCE DATA MOTOR DATA
OPERATING WEIGHT
(LBS.)MANUFACTURER MODEL REMARKSCFM ESP RPM BHP MAX. OV (FPM) HP DRIVE TYPE STARTER TYPE RPM
ELECTRICAL DATA
VOLTS PHASE HZ
DSF-A SOFT SEATING DESTRATIFICATION 6 200 0.00 in-wg 0 0 0 0100.00AIR PEAR
50
Item 3.
1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL PLUMBING DRAWINGS.
2. ALL WORK IS NEW UNLESS OTHERWISE NOTED.
3. DRAWINGS ARE DIAGRAMMATIC: DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD.
4. NEITHER ACCURACY NOR COMPLETION OF UTILITY LOCATIONS SHOWN ON DRAWINGS IS GUARANTEED.
DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS.
EXERCISE CAUTION AND IDENTIFY LOCATIONS OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM
WORK OF THIS SECTION.
5. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE CURRENT PLUMBING CODE AND ALL APPLICABLE
LOCAL CODES AND AGENCIES HAVING JURISDICTION.
6. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE PLUMBING SCOPE OF WORK
WITH THAT OF ALL OTHER TRADES, INCLUDING (BUT NOT LIMITED TO), ELECTRICAL, HVAC/MECHANICAL, FIRE
PROTECTION/SPRINKLER, STRUCTURAL AND ARCHITECTURAL.
7. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND THE
OWNER'S REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK
INVOLVED.
8. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES. ANY WORK SHOWN ON THE
DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
CONSTRUCTION MANAGER AND THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR TO THE
INSTALLATION OF THE WORK INVOLVED.
9. ALL EXPOSED PIPING PENETRATING CEILING AND WALLS SHALL BE INSTALLED WITH CHROME PLATED
(STAINLESS WHERE NOTED) ESCUTCHEONS AT THE PENETRATIONS IN FINISHED SPACES. ALL PIPING
PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHED IN AN APPROVED MANNER AND SHALL BE
SEALED WEATHER TIGHT. PIPING PENETRATING RATED PARTITIONS SHALL BE PROTECTED AS REQUIRED BY
LOCAL CODE AUTHORITY.
10. MANUFACTURER'S MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR
PERFORMANCE AND MATERIALS.
11. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS' RECOMMENDATIONS.
12. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE.
13. TOPS OF ALL FLOOR DRAINS SHALL BE SET FLUSH WITH FINISHED FLOOR. ALL PIPING ABOVE GRADE SHALL
BE PROPERLY SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR
CEILING STRUCTURE.
14. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING
EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES
SHOWN HEREIN.
15. PROVIDE SHUTOFF VALVES ON ALL BRANCH PIPING AND SUPPLY STOPS ON ALL SUPPLIES TO INDIVIDUAL
FIXTURES AND EQUIPMENT. PROVIDE SHUT OFF VALVES ON PIPING IN CORRIDORS AND WHERE INDICATED
ON DRAWINGS. ALL VALVES SHALL BE ACCESSIBLE.
16. ALL SLEEVES THROUGH CONCRETE FLOORS AND ALL CORE DRILLING OF CONCRETE FLOORS AND WALLS
SHALL BE BY THIS CONTRACTOR.
17. CONCRETE PADS AND PLATFORMS FOR WORK OF THIS SECTION WILL BE PROVIDED BY GENERAL
CONTRACTOR. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE WORK.
18. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERENCES WITH FIRE-PROOFING WORK.
19. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS.
20. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.
21. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT
STRESS ON PIPING.
22. ALL MISCELLANEOUS MOUNTING HARDWARE, ATTACHMENTS, SUPPLEMENTAL STEEL AND MEANS OF
SUPPORTING PIPING/EQUIPMENT FROM BUILDING STRUCTURE SHALL BE SIZED FOR ITS INTENDED PURPOSE
AND CAPACITY RATING. COORDINATE WITH HARDWARE MANUFACTURER FOR SPECIFIC REQUIREMENTS AND
FIELD CONDITIONS AT POINT OF CONNECTION. REVIEW ALL ATTACHMENTS TO STRUCTURE WITH OWNER’S
STRUCTURAL ENGINEER.
23. PROVIDE BALANCING ASSEMBLIES AT SYSTEM HOT WATER RETURN LOOPS AND RISERS. BALANCE THE
ENTIRE HOT WATER AND HOT WATER CIRCULATION SYSTEM FOR OPTIMUM FLOW AND TEMPERATURE.
24. PROVIDE DRAIN VALVES AT THE BASE OF ALL RISERS AND AT ALL PIPING LOW POINTS
25. PROVIDE SHUT OFF VALVES AT SYSTEM LOOP SUPPLIES AND SUPPLY RISERS.
26. PROVIDE AUTOMATIC AIR RELIEF VENTS AT HIGH POINTS IN PIPING SYSTEMS AND PIPE DISCHARGE TO AN
ACCESSIBLE DRAIN.
27. PROVIDE GAUGE FITTINGS AND THERMOMETER WELLS AT HOT WATER SUPPLY AND RETURN BRANCHES AND
AT PUMP INLETS AND OUTLETS.
28. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO THE INSTALLATION OF ANY PIPING.
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT.
29. PIPING SHALL NOT RUN OVER ELECTRICAL PANELS OR ENTER/PASS THROUGH ELECTRICAL ROOMS OR
CLOSETS. COORDINATE WITH WORK OF OTHER TRADES AS REQUIRED.
30. PROVIDE EXPANSION JOINT FITTING AT ALL PIPING THAT CROSSES AN EXPANSION JOINT.
31. SCOPE OF WORK SHALL BE COORDINATED WITH AREAS/TENANTS ON FLOOR BELOW. CONTRACTOR SHALL X-
RAY THE EXISTING FLOOR SLAB PRIOR TO ANY CORE DRILLING.
32. WALL HUNG / CEILING MOUNTED WATER HEATERS SHALL BE EQUIPPED WITH DRAIN PANS UNDER HEATERS.
ROUTE PAN DRAINS TO NEAREST FLOOR DRAIN OR SAFE DRAIN. NOT APPLICABLE TO FLOOR MOUNTED
HEATERS OR UNITS INSTALLED IN MECHANICAL ROOMS.
33. ALL NATURAL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES.
34. NATURAL GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE
INTERNATIONAL FUEL GAS CODE AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF ALL LOCAL
AGENCIES AND UTILITIES.
35. NATURAL GAS PIPING SHALL BE TESTED ACCORDING TO THE INTERNATIONAL FUEL GAS CODE AND NATIONAL
CODE PROVISIONS OF THE LOCAL PLUMBING INSPECTOR. IF THE GAS INSPECTION OR TEST RESULTS IN ANY
DEFECTS, SUCH DEFECTIVE WORK AND MATERIAL SHALL BE REPLACED AND THE INSPECTION/TESTING SHALL
BE REDONE.
36. PLUMBING SUBCONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL REGULATOR VENTS TO ATMOSPHERE,
INCLUDING NATURAL GAS REGULATORS, EQUIPMENT GAS TRAINS, ETC.
37. VERIFY EXISTING DOMESTIC WATER SUPPLY PRESSURE TO THE PROJECT AREA AND PROVIDE PRESSURE
REDUCING VALVES WITH STRAINERS IF THE WATER PRESSURE EXCEEDS 75 PSI.
PLUMBING GENERAL NOTES
WH-2-3
XXX-XX-XX
SECOND FLOOR
(REFER TO SPECIFIC TRADE LIST)
EQUIPMENT TAG NUMBER
FLOOR DESIGNATION
EQUIPMENT DESIGNATION
WATER HEATER
(REFER TO LIST)
UNIT NUMBER 3
PLUMBING EQUIPMENT DESIGNATIONS
T
M
BPA
PLUMBING SYMBOL LIST
S
S
DISCONNECT FROM EXISTING
CONNECT TO EXISTING
EXISTING PIPING
EXISTING PIPING TO BE REMOVED
PIPING TO BE ABANDONED
SOIL, WASTE OR SANITARY PIPING
VENT PIPING (SANITARY)
PIPING BELOW SLAB
COLD WATER PIPING (DOMESTIC)
HOT WATER PIPING (DOMESTIC)
HOT WATER RECIRCULATION PIPING (DOMESTIC)
PIPING w/FREEZE PROTECTION OR TEMPERATURE
MAINTENANCE CABLE & INSULATION
ARROW INDICATES DIRECTION OF FLOW
PIPING
'XX' = SYSTEM TYPE (REFER TO ABBREVIATIONS)
SHOCK/WATER HAMMER ARRESTOR
FLEXIBLE CONNECTION
EXPANSION LOOP
HOSE BIBB
WALL HYDRANT
FRESH AIR INLET
CLEAN OUT/PLUGGED OUTLET
CAPPED OUTLET
HOUSE TRAP
CLEAN-OUT DECK PLATE
P-TRAP
VACUUM BREAKER
BOTTOM PIPE CONNECTION
TOP PIPE CONNECTION
SIDE CONNECTION
PIPE DOWN/DROP
PIPE RISE/UP
PIPE SLOPE
VALVE IN VERTICAL
UNION
REDUCER
WATER PROOF SLEEVE
SLEEVE
PRESSURE GAUGE w/GAUGE COCK
TEMPERATURE GAUGE
FLOOR DRAIN
ROOF DRAIN
PUMP
METER
VENT THRU ROOF
TAMPER SWITCH
TEMPERATURE AND PRESSURE RELIEF VALVE
PLUG VALVE
MIXING VALVE
RELIEF VALVE
ISOLATION VALVE
OUTSIDE SCREW & YOKE (OS & Y) VALVE
CHECK VALVE
PRESSURE REDUCING VALVE (PRV)
SOLENOID VALVE
FLOAT VALVE
Y STRAINER w/BLOW-OFF VALVE
BALANCING VALVE
BACKFLOW PREVENTER ASSEMBLY
REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY
REDUCED PRESSURE DETECTOR ASSEMBLY
DOUBLE CHECK VALVE ASSEMBLY
DOUBLE CHECK DETECTOR ASSEMBLY
RISER DESIGNATION:
X = RISER SERVICE; # = RISER NUMBER
AB
'XX'
RPZ
RPDA
DCV
DCDA
X
#
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
3
7
:
1
5
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
P-000
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
PLUMBING COVER
SHEET
24375
PLUMBING ABBREVIATIONS
AD AREA DRAIN
AFF ABOVE FINISHED FLOOR
ARCH ARCHITECT
BLDG BUILDING
BMS BUILDING MANAGEMENT SYSTEM
BOP BOTTOM OF PIPE
BP BOOSTER PUMP
BTU BRITISH THERMAL UNITS
BVA BALANCING VALVE ASSEMBLY
BW BLACK WATER
COLD WATER, HARD (DOMESTIC)
CA COMPRESSED AIR
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CLG CEILING
CM COFFEE MAKER
CO CLEANOUT
CODP CLEANOUT DECK PLATE
CONN CONNECT
CONS CONSTRUCTION
CONT CONTINUATION
COWP CLEAN OUT WALL PLATE
CP CIRCULATION PUMP
CVO CAPPED AND VALVED OUTLET
DDRYER
DEMO DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DN DOWN (PENETRATES FLOOR SLAB)
DP DROP
DR DRAIN
DST DOMESTIC WATER SUCTION TANK
DW DISHWASHER
DWG DRAWING
DWH DOMESTIC WATER HEATER
(E) EXISTING
(ER) EXISTING TO BE REMOVED
(ERR) EXISTING TO BE REMOVED & RELOCATED
EJ EJECTOR
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMSH EMERGENCY SHOWER
EP EJECTOR PUMP
EQUIP EQUIPMENT
ESP ELEVATOR SUMP PUMP
ET EXPANSION TANK
EW EYE WASH
EWC ELECTRICAL WATER COOLER
EWH ELECTRICAL WATER HEATER
FAI FRESH AIR INLET
FD FLOOR DRAIN
FL FLOOR
FL H FLOOR HYDRANT
FP FIRE PROTECTION
FS FLOOR SINK
FT FEET
FU FIXTURE UNIT
GGAS
GAL GALLONS
GBP GAS BOOSTER PUMP
GC GENERAL CONTRACTOR
GI GREASE INTERCEPTOR
GPF GALLONS PER FLUSH
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GRW GREASE WASTE
GW GREY WATER
GWH NATURAL GAS WATER HEATER
HB HOSE BIBB
HD HEAD
HP HORSE POWER
HPG HIGH PRESSURE GAS
HR HOUR
HT HOUSE TANK
HVAC HEATING, VENTILATION, AIR CONDITIONING
HW HOT WATER (DOMESTIC)
HWR HOT WATER RECIRCULATION (DOMESTIC)
HWRP HOT WATER RECIRCULATION PUMP (DOMESTIC)
ILF INLINE FILTER
IM ICE MACHINE
IN INCH
IN WC INCHES WATER COLUMN
INDW INDUSTRIAL WASTE
IW INDIRECT WASTE
JS JANITOR'S SINK
KW KILOWATT
LAV LAVATORY
LBS POUNDS
LD LINEAR DRAIN
LS LOCK SHIELD
M METER
MAX MAXIMUM
MB MOP BASIN/SINK
MECH MECHANICAL
MICV METER INLET CONTROL VALVE
MIN MINIMUM
MOCV METER OUTLET CONTROL VALVE
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NPCW NON-POTABLE COLD WATER
NPHW NON-POTABLE HOT WATER
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
OF OVERFLOW
OFD OVERFLOW DRAIN
PC PLUMBING CONTRACTOR
PD PUMP DISCHARGE
PG PRESSURE GAUGE
PLBG PLUMBING
PO PLUGGED OUTLET
PRV PRESSURE REDUCING VALVE
PS PRESSURE SWITCH
PSI POUNDS PER SQUARE INCH (GAUGE)
(RE) RELOCATED EXISTING
(RRO) EXISTING TO BE REMOVED AND RETURNED TO OWNER
RCP REFLECTED CEILING PLAN
RCV RISER CONTROL VALVE
RD ROOF DRAIN
REG REGULATOR
RH ROOF HYDRANT
RV RELIEF VENT
S, SAN SANITARY
SA SHOCK ABSORBER
SCW SOFTENED COLD WATER
SD SUMP PUMP DISCHARGE
SDP STORM DETENTION PUMP
SDT STORM DETENTION TANK
SH SHOWER
SK SINK
SP SUMP PUMP
SQ FT SQUARE FOOT
SS SERVICE SINK
ST STORM
SW SITE WATER
TBD TO BE DETERMINED
TEMP TEMPERATURE
TMV THERMOSTATIC MIXING VALVE
TP TRAP PRIMER
TS TAMPER SWITCH
TW TEMPERED WATER
TYP TYPICAL
UDG UNDERGROUND
UON UNLESS OTHERWISE NOTED
UP UP (PENETRATES FLOOR SLAB)
UR URINAL
US UTILITY SINK
V VENT
VAC VACUUM
VB VACUUM BREAKER
VIF VERIFY IN FIELD
VTR VENT THROUGH ROOF
W WASTE
WC WATER CLOSET
WCO WALL CLEANOUT
WD WATER DISPENSER
WH WALL HYDRANT
WHA WATER HAMMER ARRESTOR
WM WASHING MACHINE
WP WORKING PRESSURE
WPS WATERPROOF SLEEVE
WS WATER SOFTENER / CONDITIONER
REVISION DATE DESCRIPTION
51
Item 3.
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
5
5
6
6
7
7
C C
E E
F F
4"
S
4"S TO SANITARY
SEWER.
4"S
4"
S
4"
S
3"S
3"S
3"S
3"S UP TO
CODP
3"S UP
2"V UP2"S UP
4"S
2"S
2"S UP TO CODP
4"S UP
4"S UP TO
CODP
2"V UP
2"V UP4"S UP
2"S UP
2"S UP
4"S UP TO
CODP
4"S UP TO
CODP 2"V UP
4"S UP TO
CODP
2"V UP 2"V UP
2"S UP
1
1
1
14"
S
4"
S
2"
S
1
2
3
4
6"ST TO STORM
SEWER.
6"
S
T
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
3
7
:
1
8
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
P-100
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
PLUMBING
UNDERFLOOR PLAN -
SANITARY/ STORM
24375
REVISION DATE DESCRIPTION
SYMBOL DENOTES KEY NOTE
KEY NOTES
1 2"S UP TO P-TRAP AND FD.
2 4"S UP TO P-TRAP AND FS.
3 4"S TO TD. COORDINATE WITH ARCHITECTURAL.
4 3"S UP TO P-TRAP AND SS.
#
52
Item 3.
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
3"V
2"V
4"FS-A
2"FD-A 2"FD-A
2"FD-A
2"FD-A
2"FD-A
3"V
2"V
2"V
1
1
1
2
2
2
2"V2"S
4"S
4"S DN
3"V 2"V
4"CODP
4"CODP
2"V DN
2"V DN2"V
4"CODP
2"V MB-1
WC-1A
SK-1
LAV-2
SK-1
US-1
4"TD-A
3"CODP3
3
3
2"V
2"V DN
DF-1
LAV-1
LAV-1
LAV-1
LAV-1
WC-1
WC-1
UR-1
WC-1
WC-1AWC-1A
4
3
2"V DN
5
4"CODP
6
6
6
5
5
6
6
7
7
C C
E E
F F
2"CODP
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
3
7
:
2
0
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
P-200
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
PLUMBING FLOOR
PLAN -
SANITARY/STORM
24375
REVISION DATE DESCRIPTION
SYMBOL DENOTES KEY NOTE
KEY NOTES
1 2"V RISE, 2"S DP.
2 2"V RISE, 4"S DP.
3 2"V RISE, 2"S DN.
4 2"V RISE, 4"S DN.
5 2"V RISE, 3"S DN.
6 3"V UP TO 4"VTR.
#
53
Item 3.
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
5
5
6
6
7
7
C C
E E
F F
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
3
7
:
2
0
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
P-201
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
PLUMBING ROOF PLAN
-SANITARY/STORM
24375
REVISION DATE DESCRIPTION
DRAWING NOTES:
1. COORDINATE VTR WITH ARCHITECTURAL AND STRUCTURAL.
54
Item 3.
M
M
M
PRVRP
Z
M
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
3/4"CWS
3/4"HW
BUILDING WATER METER PROVIDED
BY UTILITY COMPANY. COORDINATE
WITH UTILITY COMPANY.
3/4"HWR1"CW
3/4"HWR1"HW
2"CWS
1"CW
WH-1
HB-1
WH-1
WH-1
HB-1
WC-1A
MB-1
WC-1A WC-1A
WC-1 WC-1
UR-1 WC-1LAV-1
LAV-1
LAV-1
LAV-1
DF-1
DF-2
SK-1
US-1
TP-1
WS-1
ET-1
GWH-1
SK-1
LAV-2
1
2
3/4"CW
3
3
4
4
44
5
3
3
4
6
7
8
9
10TP-2
11
TP-2 10
TP-1 11 12
13
2"G FROM UTILITY.
COORDINATE WITH
CIVIL.
5
5
6
6
7
7
C C
E E
F F
2" NATURAL GAS RIG BY UTILITY
COMPANY. COORDINATE WITH
UTILITY COMPANY.
PROVIDE GAS SOLENOID
AND TIME CLOCK CONTROL
TO FIRE PIT.
IRRIGATION WATER METER BY
PLUMBING CONTRACTOR.
SPLASH PAD WATER METER
PROVIDED BY PLUMBING
CONTRACTOR.
2"CW DROP TO IRRIGATION
SYSTEM. COORDINATE WITH
IRRIGATION CONTRACTOR.
3"CW DN TO SPLASH PAD. COORDINATE
ROUTE AND INVERT WITH CIVIL AND
STRUCTURAL. FINAL CONNECTION BY
SPLASH PAD CONTRACTOR.
14
1 1/2"CWS
3/4"HW
3/4"HWR
2"G
2"G
2"G
2"G TO MECH
EQUIPMENT AND GWH.
3/4"CW
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
3
7
:
2
3
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
P-300
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
PLUMBING FLOOR
PLAN -WATER
24375
REVISION DATE DESCRIPTION
SYMBOL DENOTES KEY NOTE
KEY NOTES
1 1/2"CWS & HW DP TO LAV.
2 1 1/4"CWS DP TO WC.
3 ROUTE DOMESTIC WATER IN CHASE. 1/2"CWS & HW TO LAV.
4 ROUTE DOMESTIC WATER IN CHASE. 1 1/4"CWS TO WC.
5 ROUTE DOMESTIC WATER IN CHASE. 1"CWS TO UR.
6 1/2"CWS & HW DP TO SK.
7 3/4"CWS & HW DP TO SK.
8 3/4"CWS & HW DP TO MB.
9 3/4"CWS & HW DP TO SS.
10 (1) 1/2"CWS FROM TP DN TO FD.
11 (2) 1/2"CWS FROM TP DN TO FD.
12 ROUTE DOMESTIC WATER IN CHASE. 3/4"CWS TO DF.
13 1/2"CWS DP TO DF.
14 INSTALL RPZ 3'-0" A.F.F.. PROVIDE 2" AIR GAP FITTING AND 2"IW, ROUTE TO NEAREST
FD.
DRAWING NOTES:
1. COORDINATE ACCESS PANEL WITH ARCHITECTURAL.
#
55
Item 3.
FLOOR 1
LOW ROOF
FLOOR 1
LOW ROOF
M
2"CW TO IRRIGATION SYSTEM.
BACKFLOW PREVENTOR PROVIDED
BY IRRIGATION CONTRACTOR.
COORDINATE WITH IRRIGATION
CONTRACTOR.
4"CW SERVICE CONNECTION.
COORDINATE ROUTE AND
INVERT WITH CIVIL.
3"CW
PROVIDE FULL
SIZE BYPASS
N.C.
REFER TO PLUMBING DETAIL FOR PIPING DIAGRAM
ET-1GWH-1
WS-1
2"2"
2"CW 2"SCW
1 1/2"HW
BUILDING WATER METER
BY UTILITY COMPANY.
COORDINATE WITH
UTILITY COMPANY.
IRRIGATION WATER METER
BY PLUMBING CONTRACTOR.
CP-1
1"CW
M2"CW
3/4" DRAIN
4"CW
PRV
M2"CW
RPZ3"CW
3"CW
4"2"
2"3"
2"CW
3/4" DRAIN
PROVIDE 2" AIR GAP FITTING
AND 2"IW TO NEAREST FD.
3"CW TO SPLASH PAD SYSTEM.
COORDINATE ROUTE AND INVERT
WITH CIVIL. FINAL CONNECTION
SPLASH PAD CONTRACTOR.
SPLASH PAD WATER METER
BY PLUMBING CONTRACTOR.
PRV BY PLUMBING CONTRACTOR.
WATER SOFTENER
BRINE TANK
1"CW 2"SCW
1 1/2"HW
1"CW
3/4"HWR
TO BUILDING
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
3
7
:
2
3
P
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P-400
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
PLUMBING RISER
DIAGRAMS
24375
REVISION DATE DESCRIPTION
SCALE: NONE1DOMESTIC WATER RISER DIAGRAM
56
Item 3.
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
3
7
:
2
3
P
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P-500
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
PLUMBING
SCHEDULES
24375
REVISION DATE DESCRIPTION
1.REFER TO ARCHITECTURAL DOCUMENTS FOR SPECIFIC MANUFACTURER/MODEL AND ASSOCIATED FINISHES OF PLUMBING FIXTURES. SCHEDULE FOR REFERENCE ONLY.
2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES/EQUIPMENT SHALL BE AS PER THE ARCHITECTURAL DOCUMENTS.
3. ALL HANDICAP SINKS AND LAVATORIES SHALL BE PROVIDED WITH THERMAL AND IMPACT INSULATION/SHIELDING KITS ON SUPPLIES, TRAPS, TAILPIECES AND WASTE OUTLETS.
4. WATER HAMMER ARRESTORS SHALL BE INSTALLED ON THE WATER SUPPLY TO EACH QUICK CLOSING VALVE. THIS INCLUDES: THE COLD WATER SUPPLY TO ALL FLUSH VALVES; THE HOT AND COLD WATER SUPPLY TO ALL SENSOR FAUCETS; AND ALL STERILIZERS RECEIVING A WATER CONNECTION.
5. PROVIDE ASSE 1070 APPROVED THERMOSTATIC MIXING VALVE AT ALL HAND WASHING FIXTURES (LAVATORIES, SINKS) .
6. FAUCET TO HAVE INTEGRAL TMV. PROVIDE WITH PK00.WRK BATTERY PACK.
7. PROVIDE WITH MUSTEE HOSE 65.700, MOP HANGER 65.600, AND WALL GUARD 67.2424.
NOTES:
PLUMBING FIXTURE SCHEDULE
DESIGNATION MANUFACTURER MODEL
DESCRIPTION SERVICE CONNECTION
FLOW RATE
ACCESSORY MANUFACTURER AND MODEL
LOCATION REMARKSSUPPORT FLUSH TYPE FAUCET S W V CW HW G FLUSH VALVE SUPPORT/ CARRIER SEAT BEDPAN DIVERTER SUPPLY STOPS FAUCET MIXING VALVE TRAP STRAINER/ TAILPIECE WASTE NIPPLE INSULATION KIT FOOT PEDALS
WATER CLOSET
WC-1 AMERICAN STANDARD WALL MOUNT
FLUSH VALVE -
SENSOR (HARD
WIRED, BATTERY)
- 4" 2" 1 1/4" - - 1.28 GPF
AMER STD
6065121.002
AMER STD
5901.100SS 1,2,4
WC-1A AMERICAN STANDARD WALL MOUNT
FLUSH VALVE -
SENSOR (HARD
WIRED, BATTERY)
- 4" 2" 1 1/4" - - 1.28 GPF
AMER STD
6065121.002
AMER STD
5901.100SS 1,2,4
URINAL
UR-1 AMERICAN STANDARD WALL MOUNT
FLUSH VALVE -
SENSOR (HARD
WIRED, BATTERY)
- 2" 2" 1" - - 1.0 GPF
AMER STD
6063051.002 1,2,4
LAVATORY
LAV-1 AMERICAN STANDARD UNDERCOUNTER
SENSOR (HARD
WIRED, BATTERY)2" 2" 1/2" 1/2" - 0.5 GPM MCGUIRE AMER STD 775B.305 MCGUIRE MCGUIRE TRUBRO 1,2,3,5,6
LAV-2 AMERICAN STANDARD WALL MOUNT
SENSOR (HARD
WIRED, BATTERY)2" 2" 1/2" 1/2" - 0.5 GPM MCGUIRE AMER STD 775B.305 MCGUIRE MCGUIRE TRUBRO 1,2,3,5,6
SINK
SK-1 ELKAY COUNTERTOP MANUAL 2" 2" 3/4" 3/4" - 1.5 GPM MCGUIRE DELTA 9159T-DST WATTS MCGUIRE MCGUIRE TRUBRO 1,2,3,5
MOP BASIN
MB-1 MUSTEE FLOOR MOUNT MANUAL 3" 2" 3/4" 3/4" - 2.2 GPM MCGUIRE CHICAGO 897-RCF WATTS MCGUIRE MCGUIRE TRUBRO 1,2,7
UTILITY SINK
US-1 ELKAY SS81242 FLOOR MOUNT MANUAL 3" 2" 3/4" 3/4" - 2.2 GPM MCGUIRE CHICAGO 897-RCF WATTS MCGUIRE MCGUIRE TRUBRO 1,2,3,5
DRINKING FOUNTAIN
DF-1 EKLAY LZSTL8WSVRSK WALL MOUNT - 2" 2" 1/2" - - -(2) MCGUIRE - - - 1,2,4
DF-2 ELKAY LK4408BF WALL MOUNT - 2" 2" 1/2" - - -(2) MCGUIRE - - - 1,2,4
HOSE BIB
HB-1 CHICAGO FAUCET 998-XKRCF WALL MOUNT - - - - 3/4" - - -INTERIOR, MECHANICAL ROOM
WALL HYDRANT
WH-1 WOODFORD B67 WALL MOUNT ---3/4"-- -FROST PROOF, FIELD TESTABLE.
1. PROVIDE WITH PPP DU-4 DISTRIBUTION UNIT.
2. PRECHARGE SYSTEM TO MINIMUM 55 PSIG WORKING PRESSURE. MAXIMUM WORKING PRESSURE OF 150 PSIG.
3. PROVIDE WYE STRAINER AND GATE VALVE. PROVIDE 2" AIR GAP FITTING.
4. INDIVIDUAL MIXING VALVE. SET LAVATORY DISCHARGE TEMPERATURE TO 105F AND SINK DISCHARGE TEMPERATURE TO 120F.
NOTES:
PLUMBING EQUIPMENT SCHEDULE
DESIGNATION
SERVICE CONNECTION
MANUFACTURER MODEL REMARKSIW W V CW HW TW
BACKFLOW PREVENTOR
RPZ-1 3" WATTS LF909 3
EXPANSION TANK
ET-1 3/4" AMTROL ST-5 2
THERMOSTATIC MIXING VALVE
TMV-1 1/2" 1/2" 1/2" WATTS LFUSG-B 4
TRAP PRIMER
TP-1 1/2" PPP PR-500 1
TP-2 1/2" PPP PRIME-PRO 1
1. ALL FLOOR DRAINS IN FINISHED AREAS AND ALL ROOF DRAINS SHALL BE LOCATED AS PER THE ARCHITECTURAL DRAWINGS.
2. ALL FLOOR DRAINS IN MECHANICAL EQUIPMENT, BOILER ROOMS, FAN ROOMS ETC., SHALL BE LOCATED IN COORDINATION WITH THE MECHANICAL CONTRACTOR.
3. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF THE DRAINS WITH THE APPROVED ROOFING AND/OR WATER PROOFING SYSTEMS PRIOR TO SUBMITTING SHOP DRAWINGS.
4. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DRAIN TYPES & OPTIONS WITH CONSTRUCTION MANAGER & CONFIRMING THE CONSTRUCTION MATERIALS, THICKNESS
& FINISHED FLOOR ELEVATIONS (I.E. EXTENSIONS HEIGHTS, GRAVEL STOP HEIGHTS, WATERPROOFING MATERIALS, ETC.) PRIOR TO PURCHASING EQUIPMENT.
5. COORDINATE HEIGHT OF PERFORATED STAINLESS STEEL GRAVEL GUARD WITH ARCHITECTURAL DRAWINGS.
6. ARCHITECT TO PROVIDE GRATE FINISH FOR ALL DRAINS EXCEPT ON ROOF & IN MECHANICAL ROOMS.
7. THE TOP OF CURVE OF ALL FLOOR DRAINS SHALL BE FLUSH WITH THE ADJACENT FINISHED FLOOR.
NOTES:
PLUMBING DRAIN SCHEDULE
REQUIRED DESIGNATION MANUFACTURER MODEL
BODY STRAINER ACCESSORIES
LOCATION/APPLICATION REMARKSCL
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Ɣ DS-A JOSAM ƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔ ƔƔƔƔƔƔ
Ɣ FD-A JOSAM ƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔ ƔƔƔƔƔƔ
Ɣ FS-A JOSAM ƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔ ƔƔƔƔƔƔ
Ɣ OD-A JOSAM ƔƔ Ɣ
Ɣ RD-A JOSAM ƔƔ Ɣ
Ɣ TD-A DURATRENCH ƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔ ƔƔƔƔƔƔMECHANICAL ROOM TRENCH DRAIN
1.ALL MATERIALS SELECTED ON THIS SCHEDULE MUST BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION.
2. ALL PIPING SHALL BE LABELED. PROVIDE PRE-PRINTED, COLOR CODED PIPE LABELS INDICATING SERVICE AND FLOW DIRECTION. REFER TO SPECIFICATIONS.
3. PROVIDE SUPPORTS & RESTRAINTS AT BASE OF ALL STACKS/LEADERS. REFER TO DETAIL ON DRAWINGS.
4. PROVIDE DIELECTRIC COUPLING AT TRANSITION POINT BETWEEN DISSIMILAR METALS. SEE RISER DIAGRAM FOR ADDITIONAL INFORMATION.
NOTES:
PLUMBING MATERIAL SCHEDULE
SYSTEM
PIPE FITTINGS JOINTS
REMARKSCA
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SANITARY & STORM DRAINAGE, VENT (BURIED)Ɣ Ɣ Ɣ
SANITARY/VENT (STACKS & BRANCHES)Ɣ Ɣ Ɣ
PROVIDE SUPPORTS & RESTRAINTS AT BASE
OF ALL STACKS/LEADERS. REFER TO DETAIL
ON DRAWINGS.
INDIRECT WASTE PIPING (2" & SMALLER)ƔƔƔ
EJECTOR & SUMP PUMP DISCHARGE Ɣ ƔƔ
STORM WATER (VERTICAL LEADERS & RUN OUTS)Ɣ Ɣ Ɣ
JOINTS FOR STORM LEADER RUN OUTS TO
DRAINS SHALL BE RESTRAINTED WITH
THREADED RODS AND CLAMPS. PROVIDE
SUPPORTS & RESTRAINTS AT BASE OF ALL
STACKS/LEADERS. REFER TO DETAIL ON
DRAWINGS.
DOMESTIC WATER (BURIED)ƔƔƔPROVIDE CLASS 56 FOR NYC PROJECTS
DOMESTIC WATER (2-1/2" & SMALLER)ƔƔƔ
DOMESTIC WATER (3" & LARGER)ƔƔ Ɣ
GAS (4" & SMALLER)Ɣ ƔƔ
1.CONTRACTOR SHALL ENSURE THAT THE VALVES MAXIMUM PRESSURE RATING IS ABOVE THE ANTICIPATED IN THAT PART OF THE SYSTEM.
2. ALL INSULATED VALVES SHALL BE PROVIDED WITH STEM EXTENSIONS OF SUFFICIENT HEIGHT TO NOT IMPEDE INSULATION DURING OPERATION.
3. ALL VALVES SHALL BE NSF 61 CERTIFIED.
NOTES:
PLUMBING VALVE SCHEDULE
MANUFACTURER MODEL SIZE
JOINT MATERIAL PRESSURE RATING
FL
A
N
G
E
D
TH
R
E
A
D
E
D
SO
L
D
E
R
SO
C
K
E
T
WA
F
E
R
S
T
Y
L
E
LU
G
S
T
Y
L
E
BR
A
S
S
ST
A
I
N
L
E
S
S
S
T
E
E
L
BR
O
N
Z
E
IR
O
N
B
O
D
Y
,
B
R
O
N
Z
E
M
O
U
N
T
E
D
AL
L
I
R
O
N
CA
S
T
S
T
E
E
L
DU
C
T
I
L
E
B
O
D
Y
17
5
#
W
W
P
20
0
#
W
W
P
25
0
#
W
W
P
30
0
#
W
W
P
40
0
#
W
W
P
50
0
#
W
W
P
60
0
#
W
W
P
96
0
#
W
W
P
14
4
0
#
W
W
P
GATE VALVES
NIBCO S 113LF NRS 3/8" - 3"ƔƔ Ɣ
NIBCO T 113LF NRS 3/8" - 3"ƔƔ Ɣ
NIBCO F 617-0 3" - 12"Ɣ ƔƔ
NIBCO T 617-0 3" - 12"ƔƔƔ
CHECK VALVES
NIBCO F 918B 2 1/2"- 12"Ɣ ƔƔ
NIBCO T 918B 2 1/2"- 12"ƔƔƔ
NIBCO T 413YLF 3/8" - 2"ƔƔƔ
NIBCO S413YLF 3/8" - 2"ƔƔ Ɣ
GLOBE VALVES
NIBCO T 235 3/8"-3"ƔƔ Ɣ
NIBCO S 235 3/8"-3"ƔƔ Ɣ
NIBCO F 718-B 2"-10"Ɣ ƔƔ
MILWAUKEE UP502 1/4" - 2"ƔƔ Ɣ
MILWAUKEE UP1502 1/8" - 3"ƔƔ Ɣ
BALL VALVES
NIBCO T 585 66 LF NS 1/4" - 3"ƔƔ Ɣ
NIBCO S 585-66 LF NS 3/8" - 3"ƔƔ Ɣ
BALANCING VALVE
THERMOMEGATECH CIRCUIT SOLVER
#CSUAS-__-115-CV1-TW 1/2" - 3/4"ƔƔ
GAS PLUG VALVES
NORDSTROM 143 1"-10"Ɣ ƔƔ
NORDSTROM 142 1/2"-4"ƔƔƔ
GAS COCKS
CONBRACO SERIES 52 1/2"-1"ƔƔ
57
Item 3.
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
3
7
:
2
5
P
M
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
/
2
4
1
3
7
5
_
C
i
t
y
o
f
F
r
i
d
l
e
y
C
o
m
m
o
n
s
P
a
r
k
B
u
i
l
d
i
n
g
-
M
E
P
2
4
_
C
e
n
t
r
a
l
.
r
v
t
P-501
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
PLUMBING
SCHEDULES
24375
REVISION DATE DESCRIPTION
1.PUMPS SHALL BE PROVIDED WITH INTEGRATED VFD/SENSORS.
2. PROVIDE WITH SOLENOID VALVE AND LIMIT SWITCH FOR TANK AND COOLING TOWER FILL SYSTEMS
3. COORDINATE ELECTRICAL REQUIREMENTS (TOTAL SYSTEM HP, VOLTS, PHASE, & EMERGENCY POWER) WITH ELECTRICAL CONTRACTOR.
4. CONTRACTOR TO PROVIDE & COORDINATE CONDUIT FOR WIRING BETWEEN REMOTE PUMP CONTROLLER & PUMP; COORDINATE WITH ELECTRICAL CONTRACTOR.
5. PACKAGE PUMPING SYSTEMS SHALL BE UL QCZJ LISTED AND ALL WET COMPONENTS , INCLUDING BLADDER TANKS, SHALL BE NSF-61 CERTIFIED.
6. CONTRACTOR TO PROVIDE KNOCK DOWN ASSEMBLY AS REQUIRED FOR SCOPE OF WORK.
NOTES:
PUMP SCHEDULE
DE
S
I
G
N
A
T
I
O
N
DESCRIPTION MANUFACTURER MODEL
PUMP MOTOR SYSTEM
EMERGENCY
POWER
REMOTE PUMP
CONTROLLER LOCATION REMARKSFL
O
W
R
A
T
E
(
G
P
M
)
-
P
E
R
P
U
M
P
TO
T
A
L
D
Y
N
A
M
I
C
H
E
A
D
(
P
S
I
)
DE
S
I
G
N
D
I
S
C
H
A
R
G
E
P
R
E
S
S
U
R
E
(
P
S
I
)
TYPE
IN
D
I
V
I
D
U
A
L
M
I
N
I
M
U
M
H
P
TO
T
A
L
S
Y
S
T
E
M
H
P
RP
M
VO
L
T
S
PH
A
S
E
SI
M
P
L
E
X
DU
P
L
E
X
TR
I
P
L
E
X
QU
A
D
P
L
E
X
SK
I
D
M
O
U
N
T
KN
O
C
K
E
D
D
O
W
N
VE
R
T
I
C
A
L
HO
R
I
Z
O
N
T
A
L
EN
D
S
U
C
T
I
O
N
IN
L
I
N
E
SU
B
M
E
R
S
I
B
L
E
CP-1 RECIRC PUMP GRUNDFOS ALPHA1 0 0 0 X 0 0 0 0 1 Ɣ
1. XXX
2. XXX
NOTES:
DOMESTIC WATER HEATER SCHEDULE - GAS
DE
S
I
G
N
A
T
I
O
N
MANUFACTURER MODEL QU
A
N
T
I
T
Y
ST
O
R
A
G
E
W
A
T
E
R
T
E
M
P
(
º
F
)
TE
M
P
E
R
A
T
U
R
E
R
I
S
E
(
º
F
)
VO
L
(
G
A
L
)
O
R
M
I
N
F
L
O
W
(
G
P
M
)
RE
C
O
V
E
R
Y
(
G
P
H
)
WA
T
E
R
W
O
R
K
I
N
G
P
R
E
S
S
(
P
S
I
)
TE
S
T
P
R
E
S
S
U
R
E
(
P
S
I
)
SIZE GAS
EM
E
R
G
E
N
C
Y
P
O
W
E
R
REMARKSDI
A
M
E
T
E
R
LE
N
G
T
H
WI
D
T
H
HE
I
G
H
T
GA
S
L
O
A
D
(
C
F
H
)
MI
N
I
M
U
M
G
A
S
P
R
E
S
S
U
R
E
(
I
N
C
H
E
S
W
.
C
.
)
MA
X
I
M
U
M
G
A
S
P
R
E
S
S
U
R
E
(
I
N
C
H
E
S
W
.
C
.
)
GWH-1 AO SMITH POLARIS 1 130 130 0 0 0 0 14 1/4" 15 1/2" 0 0 0 Ɣ
1.REFER TO RISER DIAGRAM PLANS FOR LOCATION(S).
2. PROVIDE WITH 3" CLA-VAL X43H STRAINER AND GATE VALVES.
NOTES:
PRESSURE REDUCING AND CONTROL VALVE SCHEDULE
DESIGNATION No. REQUIRED MANUFACTURER MODEL INLET PRESSURE OUTLET PRESSURE SIZE FLOW REMARKS
PRV 1 CLA-VAL 90-01 80.00 psi 35.00 psi 3" 166.00 GPM 1,2
58
Item 3.
XX
AIM
R
CONTROL UNITS (PANELS) SYMBOLS
SIGNAL INITIATING DEVICES & ACTIVATION
SWITCHES SYMBOLS
FIRE ALARM CONTROL PANEL
FIRE ALARM DATA GATHERING PANEL
FIRE ALARM ANNUNCIATOR
UNINTERRUPTIBLE POWER SUPPLY
ELEVATOR STATUS/RECALL
MANUAL STATION -PULL STATION/FIRE ALARM BOX,
'XX' DENOTES TYPE:
CO2 = CARBON DIOXIDE
DC = DRY CHEMICAL
HL = HALON
F = FIRE ALARM
FO = FOAM
WC = WET CHEMICAL
CA = CLEAN AGENT
WM = WATER MIST
DL = DELUGE FIRE SPRINKLER
PRE = PREACTION
HEAT DETECTOR/SENSOR (THERMAL DETECTION) ORIENTATION
NOT TO BE CHANGED
HEAT DETECTOR/SENSOR, 'XX' DENOTES TYPE:
R/F = COMBINATION RATE OF RISE/FIXED TEMPERATURE
R/C = RATE COMPENSATION
F = FIXED TEMPERATURE
R = RATE OF RISE ONLY
SMOKE DETECTOR/SENSOR, 'XX' DENOTES TYPE:
AS = AIR SAMPLING
P = PHOTOELECTRIC
I = IONIZATION
R = RELAY BASE
SS = SINGLE STATION
SB = SOUNDER BASE
ID = IN DUCT
SMOKE/HEAT DETECTOR/SENSOR COMBINATION
SMOKE DETECTION/SENSOR FOR DUCT
FLOW DETECTOR/SWITCH
PRESSURE DETECTOR/SWITCH
ADDRESSABLE INPUT MODULE
ADDRESSABLE OUTPUT MODULE
ADDRESSABLE INPUT/OUTPUT MODULE
# DENOTES NUMBER OF INPUTS AND OUTPUTS
NON-ADDRESSABLE OUTPUT RELAY
XX
AOM
AIO #
RELATED EQUIPMENT
DOOR HOLDER
DOOR CLOSER
END OF LINE RESISTOR
ISOLATOR MODULE
(STYLE 6 OR 7 FAULT PROTECTION)
JUNCTION BOX
ELECTRICAL SYMBOLS LIST
LIGHTING SYMBOLSPOWER SYMBOLS
SINGLE LINE DIAGRAM SYMBOLS
VOICE/DATA/P.A. SYMBOLS
T
m
CB
S
S
S 'A'
a
'A'
NSNS'A'
a
'A'
'A'
a
'A'
a
aa
a
'A'NS
'A'
a
EM
a
'A'
a
'A'
'A'
a
'X'
'X1'
'A'
'A'
'A'
3a
A
100/90/3
13,5,
1
30/3
100/3
100/60/3
90/3
A
1
HA
WALL MOUNTED PUBLIC ADDRESS SPEAKER
D = DUAL HORN
CEILING MOUNTED PUBLIC ADDRESS SPEAKER
D = DUAL HORN
DATA OUTLET LOCATION WITH 3/4" CONDUIT TERMINATED IN A 90
DEG. BEND 6" INTO NEAREST ACCESSIBLE CEILING
## = NUMBER OF JACKS
VOICE OUTLET LOCATION WITH 3/4" CONDUIT TERMINATED IN A 90
DEG. BEND 6" INTO NEAREST ACCESSIBLE CEILING
P = PUBLIC
F = FAX
W = WALL MOUNTED 48"AFF
# = NUMBER OF JACKS
TELEVISION OUTLET LOCATION WITH 3/4" CONDUIT TERMINATED
IN A 90 DEG. BEND 6" INTO NEAREST ACCESSIBLE CEILING
2'x4'/2'x2' RECESSED CEILING MOUNTED FIXTURE
'A' = FIXTURE TYPE
'a' = CONTROLLED BY SWITCH 'a'
NS = NOT SWITCHED
NL = NIGHT LIGHT
SIMILAR TO ABOVE WITH EMERGENCY BACKUP
'A' = FIXTURE TYPE
'a' = CONTROLLED BY SWITCH 'a'
RECESSED LIGHT FIXTURE ON EMERGENCY LIFE SAFETY
CIRCUIT
'A' = FIXTURE TYPE
'a' = CONTROLLED BY SWITCH 'a'
WALL MOUNTED LIGHT FIXTURE
'A' = FIXTURE TYPE
'a' = CONTROLLED BY SWITCH 'a'
NS = NOT SWITCHED
NL = NIGHT LIGHT
STRIP FIXTURE - TYPE AS NOTED
'A' = FIXTURE TYPE
'a' = CONTROLLED BY SWITCH 'a'
EM = EMERGENCY BACKUP
UNDERCABINET LIGHT FIXTURE
'A' = FIXTURE TYPE
RECESSED CEILING MOUNTED FIXTURE
'A' = FIXTURE TYPE
'a' = CONTROLLED BY SWITCH 'a'
EM = EMERGENCY BACKUP
WALL MOUNTED LIGHT FIXTURE
'A' = FIXTURE TYPE
'a' = CONTROLLED BY SWITCH 'a'
EM = EMERGENCY BACKUP
ACCENT LIGHT OR WALL WASHER
'A' = FIXTURE TYPE
'a' = CONTROLLED BY SWITCH 'a'
EM = EMERGENCY BACKUP
CEILING MOUNTED EXIT LIGHT; TYPE 'X' - DIRECTIONAL
ARROWS WHERE INDICATED - SHADED AREAS INDICATE
ILLUMINATED FACE/FACES
WALL MOUNTED EXIT LIGHT; TYPE 'X' - DIRECTIONAL
ARROWS WHERE INDICATED - SHADED AREAS INDICATE
ILLUMINATED FACE/FACES
EMERGENCY BATTERY LIGHT UNIT
'A' = FIXTURE TYPE
REMOTE LIGHT HEADS FOR EMERGENCY BATTERY LIGHT
UNIT TYPE AS NOTED
SINGLE POLE SWITCH
a = CONTROLLING OUTLET 'a'
2 = DOUBLE POLE
3 = THREE-WAY
4 = FOUR-WAY
D = DOOR
K = KEY OPERATED
MO = MOMENTARY CONTACT
T = TIME SWITCH
P = PILOT LIGHT
DISCONNECT SWITCH - TOGGLE TYPE WITH THERMAL OVERLOAD - 277V
HP RATED
DISCONNECT SWITCH - TOGGLE TYPE MOTOR RATED, 20A, 1P, U.O.N.
WALL DIMMER - TYPE 'A' NUMBER INDICATES WATTAGE RATING
OCCUPANCY SENSOR, CEILING MOUNTED
OCCUPANCY SENSOR, WALL MOUNTED
PHOTO CONTROL SWITCH
TRANSFORMER
20A, 125V DUPLEX RECEPTACLE - FLUSH WALL MOUNTED
CONTROLLED FROM WALL SWITCH 'a'
20A, 125V DUPLEX RECEPTACLE - FLUSH WALL MOUNTED WITH TWO (2)
INTEGRALLY POWERED USB PORTS
20A, 125V QUADRUPLEX RECEPTACLE - FLUSH WALL MOUNTED
20A, 125V EMERGENCY QUADRUPLEX RECEPTACLE - FLUSH WALL
MOUNTED
20A, 125V ISOLATED GROUND, DUPLEX RECEPTACLE, FLUSH FLOOR
MOUNTED.
20A, 125V DUPLEX RECEPTACLE - FLUSH WALL MOUNTED.
GFI TYPE.
20A, 125V EMERGENCY DUPLEX RECEPTACLE - FLUSH WALL MOUNTED
20A, 125V EMERGENCY DUPLEX RECEPTACLE - FLUSH WALL MOUNTED
WITH TWO (2) INTEGRALLY POWERED USB PORTS
SINGLE RECEPTACLE - FLUSH WALL MOUNTED
FM = FLOOR MACHINE
WC = WATER COOLER
XR = X-RAY
20A, 125V DUPLEX RECEPTACLE SURFACE MOUNTED
20A, 125V SURGE SUPPRESSION DUPLEX RECEPTACLE - FLUSH WALL
MOUNTED
FLUSH FLOOR MOUNTED JUNCTION BOX OR POKE-THRU
FOR ELECTRIFIED FURNITURE POWER FEED
C = VOICE/DATA FEED
20A, 125V DUPLEX RECEPTACLE - FLUSH FLOOR MOUNTED
20A, 125V DUPLEX RECEPTACLE - FLUSH CEILING MOUNTED
20A, 125V QUADRUPLEX RECEPTACLE - FLUSH FLOOR MOUNTED
20A, 125V QUADRUPLEX RECEPTACLE - FLUSH CEILING MOUNTED
SPECIAL PURPOSE RECEPTACLE - FLUSH WALL MOUNTED
A = TYPE
SPECIAL PURPOSE RECEPTACLE - FLUSH FLOOR MOUNTED
A = INDICATES TYPE
PLUG-IN SURFACE METAL RACEWAY - LETTER INDICATES TYPE - WITH
SPECIAL PURPOSE RECEPTACLES WHERE INDICATED
HOMERUN-NUMERAL WHERE USED INDICATES CIRCUIT NUMBER FOR
REFERENCE ONLY.
2#12+1#12G-3/4"C FOR ONE CKT. HOMERUN, U.O.N.
4#12+1#12G-3/4"C FOR TWO CKT. HOMERUN, U.O.N.
6#12+1#12G-3/4"C FOR THREE CKT. HOMERUN, U.O.N.
HOMERUN - NUMERAL WHERE USED INDICATES CIRCUIT NUMBER FOR
REFERENCE ONLY
DIMMER ZONE HOMERUN
MOTOR CONTROLLER
COMBINATION MOTOR CONTROLLER AND DISCONNECT SWITCH SWITCH
AMPS/# OF POLES, VOLTAGE RATING AS REQUIRED
UNFUSED DISCONNECT SWITCH
SWITCH AMPS/# OF POLES, VOLTAGE RATING AS REQUIRED
FUSED DISCONNECT SWITCH; SWITCH AMPS/FUSE AMPS/
# OF POLES, VOLTAGE RATING AS REQUIRED
ENCLOSED CIRCUIT BREAKER
TRIP AMPS/# OF POLES, VOLTAGE RATING AS REQUIRED
NA = NON-AUTOMATIC
SURFACE MOUNTED PANELBOARD
FLUSH MOUNTED PANELBOARD
POWER TRANSFORMER
VOLTAGES, WINDINGS AND SIZE AS INDICATED
AUTOMATIC TRANSFER SWITCH
ATS = AUTOMATIC TRANSFER
MTS = MANUAL TRANSFER POLES
AND RATING AS NOTED
MOTOR
GENERATOR
GROUND CONNECTION
FUSED SWITCH
100 AMP SWITCH / 90 AMP/ 3 POLE
UNFUSED SWITCH
100 AMP SWITCH / 3 POLE
CIRCUIT BREAKER - DRAW OUT TYPE
100 AMP FRAME / 90 AMP TRIP
CIRCUIT BREAKER - MOLDED CASE TYPE
90 AMP TRIP / # OF POLES
LT = LONG TIME SETTING
ST = SHORT TIME SETTING
I = INSTANTANEOUS SETTING
NETWORK PROTECTOR
2000 AMP FRAME / 1600 AMP TRIP
DIGITAL MULTIMETER
MEDIUM VOLTAGE CIRCUIT BREAKER
200A CAPACITY
MEDIUM VOLTAGE CIRCUIT BREAKER
DRAW OUT TYPE - 200A CAPACITY
CURRENT TRANSFORMER
NUMBER AND RATIO AS INDICATED
FUSED SWITCH
100 AMP SWITCH / 90 AMP
HOOKSWITCH FUSE - 125A EXPULSION FUSE
CURRENT LIMITER
LIGHTNING ARRESTOR WITH GROUND CONNECTION
CAPACITOR
REACTOR
COMBINATION MOTOR CONTROLLER AND FUSED DISCONNECT
SWITCH; SWITCH AMPS / FUSE AMPS / # OF POLES. VOLTAGE
RATING & STARTER SIZE AS REQUIRED
COMBINATION MOTOR CONTROLLER AND CIRCUIT BREAKER
TRIP AMPS / # OF POLES, VOLTAGE RATING & STARTER SIZE
AS REQUIRED
M
G
100/3
100/90
90/3
2000/1600
M
200A
200A
3
400/5
100/90
125A
100/90/3
90/3
K
EM EM
NLNL
EM
EM
EM
CEILING MOUNTED JUNCTION BOX WITH FINAL EQUIPMENT
CONNECTION
FLUSH WALL MOUNTED JUNCTION BOX WITH FINAL EQUIPMENT
CONNECTION
FLUSH FLOOR MOUNTED JUNCTION BOX
PULLBOX
NEW CONDUIT/EQUIPMENT
NEW EXPOSED CONDUIT
NEW UNDERGROUND/IN SLAB CONDUIT
NEW EMERGENCY CONDUIT
CONDUIT TURNING UP
CONDUIT TURNING DOWN
CONDUIT STUB-UP WITH FLEXIBLE EQUIPMENT CONNECTION
FLEXIBLE EQUIPMENT CONNECTION
CAPPED CONDUIT
PUSH BUTTON
K = KEY OPERATED
H = HOLD UP
P = PANIC
SECTION A-A
FEEDER DESIGNATION
H = 480V
L = 208V
A = SWITCHBOARD 'A'
1 = FEEDER NUMBER ONE
EDPH-1-NA1
EQUIPMENT No. IF MORE THAN 1 SAME LOCATION
CLOSET DESIGNATION
FLOOR OR AREA
ELECTRICAL PANEL DESIGNATIONS
VOLTAGE: H=480/277; L=208/120
P=POWER; L=LIGHTING/APPLIANCES
D=DISTRIBUTION (OPTIONAL)
E=EMERGENCY (OMITTED IF NORMAL)
XXS
S
S
H
H
H
a
FM
C
A
A
B
D A
OS
PC
T
OS
C
C
450
FACP
DGP
FAA
UPS
ESR
XX
WF
PS
460V500kVA
120/208V
ATS-1
200A
4P
52
52
J
J
J
NE
L
DH
J
DCL
ISO
DS
TV
S D
##
#
SPECIAL PURPOSE SIMPLEX RECEPTACLE. SUBSCRIPT DENOTES
NEMA CONFIGURATION AS FOLLOWS:
125V, 2P, 3W (GROUNDED), STRAIGHT BLADE TYPE
A - (30A) NEMA 5-30R
250V, 2P, 3W (GROUNDED), STRAIGHT BLADE TYPES
B - (15A) NEMA 6-15R
C - (20A) NEMA 6-20R
D - (30A) NEMA 6-30R
E - (50A) NEMA 6-50R
125/250V, 3P, 4W (GROUNDED), STRAIGHT BLADE TYPES
F - (15A) NEMA 14-15R
G - (20A) NEMA 14-20R
H - (30A) NEMA 14-30R
I - (50A) NEMA 14-50 R
TWIST-LOCK TYPES
J - 125V, 2P, 3W (GROUNDED)
(20A) NEMA L5-20R
K - 250V, 2P, 3W (GROUNDED)
(20A) NEMA L6-20R
L - 120/208V, 4P, 5W (GROUNDED)
(20A) NEMA L21-20R
M - 125V, 2P, 3W (GROUNDED)
(30A) NEMA L5-30R
SPECIAL PURPOSE POWER RECEPTACLE SCHEDULE
SYMBOLS DESCRIPTION NOTES
WALL
MOUNTED
CEILING
MOUNTED
FLOOR
MOUNTED
1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL ELECTRICAL DRAWINGS.
2. ALL WORK IS NEW UNLESS OTHERWISE NOTED.
3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK. FOLLOW
DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES TO VERIFY SPACE CONDITIONS.
MAINTAIN HEADROOM AND SPACE CONDITIONS.
4. SECURE ALL SUPPORTS TO BUILDING STRUCTURE UTILIZING TOGGLE BOLTS (HOLLOW MASONRY),
EXPANSION SHIELDS OR INSERTS (CONCRETE AND BRICK), MACHINE SCREWS (METAL), BEAM CLAMPS
(FRAMEWORK), WOOD SCREWS (WOOD) OR PAN THRU STRAPS (METAL DECK). NAILS, RAWL PLUGS AND
WOOD PLUGS ARE NOT PERMITTED. WHERE REQUIRED BY STRUCTURE, PROVIDE THRU BOLTS AND FISH
PLATES. SUPPORT HORIZONTAL RUNS OF METALLIC RACEWAYS NOT MORE THAN 10 FT APART. SUPPORT
RACEWAY RISERS AT EACH FLOOR LEVEL. RUN EXPOSED RACEWAYS PARALLEL WITH OR AT RIGHT ANGLES
TO WALLS.
5. ALL MISCELLANEOUS MOUNTING HARDWARE, ATTACHMENTS, SUPPLEMENTAL STEEL AND MEANS OF
SUPPORTING DUCTWORK/PIPING/EQUIPMENT FROM BUILDING STRUCTURE SHALL BE SIZED FOR ITS
INTENDED PURPOSE AND CAPACITY RATING. COORDINATE WITH HARDWARE MANUFACTURER FOR SPECIFIC
REQUIREMENTS AND FIELD CONDITIONS AT POINT OF CONNECTION. REVIEW ALL ATTACHMENTS TO
STRUCTURE WITH OWNER’S STRUCTURAL ENGINEER.
6. PASS RACEWAYS OVER WATER, STEAM OR OTHER PIPING WHEN PULL BOXES ARE NOT REQUIRED. NO
RACEWAY WITHIN 3 INCHES OF STEAM OR HOT WATER PIPES OR APPLIANCES (EXCEPT PIPE CROSSINGS
WHERE RACEWAY SHALL BE AT LEAST 1 INCH FROM PIPE COVERS).
7. CUT CONDUIT ENDS SQUARE. REAM SMOOTH. PAINT MALE THREAD OF FIELD THREADED RACEWAYS WITH
GRAPHITE BASE PIPE COMPOUND. DRAW UP TIGHT WITH RACEWAY COUPLING.
8. HORIZONTAL OR CROSS RUNS IN PARTITIONS AND WALLS ARE NOT PERMITTED. DO NOT RUN CONDUIT IN
PRECAST ROOF SLABS, IN 2 INCH SLABS OR IN TERRAZZO FLOOR FINISH.
9. LEAVE WIRES WITH SUFFICIENT SLACK TO PERMIT MAKING FINAL CONNECTIONS. RACEWAYS OVER 10 FT
LONG IN WHICH WIRING IS NOT INSTALLED: FURNISH FISH WIRE.
10. SET BOXES SQUARE AND TRUE WITH BUILDING FINISH. ERECT WALL AND SWITCH OUTLETS IN ADVANCE OF
FURRING AND FIREPROOFING. SECURE TO BUILDING STRUCTURE BY ADJUSTABLE STRAP IRONS.
11. VERIFY LOCATIONS OF OUTLETS AND SWITCHES IN FINISHED ROOMS WITH ARCHITECTURAL DRAWINGS OF
INTERIOR DETAILS AND FINISH. IN CENTERING OUTLETS AND LOCATING BOXES AND OUTLETS, ALLOW FOR
OVERHEAD PIPES, DUCTS AND MECHANICAL EQUIPMENT, VARIATIONS IN FIREPROOFING AND PLASTERING,
WINDOW AND DOOR TRIM, PANELING, HUNG CEILINGS AND THE LIKE. CORRECT ANY INACCURACY RESULTING
FROM FAILURE TO DO SO WITHOUT EXPENSE TO OWNER.
12. LOCATIONS INDICATED FOR LOCAL WALL SWITCHES ARE SUBJECT TO MODIFICATIONS AT OR NEAR DOORS.
COORDINATE WITH ARCHITECT AND INSTALL SWITCH ON SIDE OPPOSITE HINGE. VERIFY FINAL HINGE
LOCATIONS IN FIELD PRIOR TO SWITCH OUTLET INSTALLATION.
13. COVERS OF JUNCTION AND PULLBOXES SHALL BE READILY ACCESSIBLE.
14. PROVIDE PULLBOXES WHERE INDICATED, WHERE REQUIRED BY CODE AND WHEREVER NECESSARY TO
FACILITATE PULLING OF WIRE. COORDINATE PULLBOX LOCATIONS WITH OTHER TRADES.
15. EMPTY RACEWAY RUNS: PROVIDE PULLBOXES EVERY 100 FT AND AS INDICATED. COORDINATE LOCATIONS
WITH OTHER TRADES.
16. JUNCTION AND PULLBOXES: LOCATE GENERALLY NOT EXPOSED IN FINISHED SPACES. WHERE NECESSARY,
REROUTE RACEWAYS OR MAKE OTHER ARRANGEMENTS FOR CONCEALMENT.
17. SUPPORT PANEL, JUNCTION AND PULLBOXES INDEPENDENTLY TO BUILDING STRUCTURE WITH NO WEIGHT
BEARING ON RACEWAYS.
18. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION.
19. CONNECT CONDUIT TO MOTOR CONDUIT TERMINAL BOXES WITH FLEXIBLE CONDUIT (MINIMUM 18 IN. LENGTH
AND 50% SLACK). DO NOT TERMINATE IN OR FASTEN RACEWAYS TO MOTOR FOUNDATION.
20. PROVIDE 2#14 INDICATING PILOT LIGHT WIRES FROM PILOT LIGHT IN CONTROLLER TO LOAD SIDE OF
DISCONNECT SWITCH. RUN WIRES IN BRANCH CIRCUIT CONDUIT AND INCREASE CONDUIT SIZE AS REQUIRED.
21. PULL NO THERMOPLASTIC WIRES AT TEMPERATURES LOWER THAN 32°F (0C). PROVIDE CABLE SUPPORTS
FOR WIRE IN RISER CONDUITS AS REQUIRED BY CODE.
22. PROVIDE SEPARATE RACEWAYS FOR CONDUCTORS OF NORMAL AND EMERGENCY CIRCUITS. COMMON
BOXES: PROVIDE BARRIERS BETWEEN EMERGENCY AND NORMAL WIRING.
23. HEIGHTS OF OUTLETS FROM FINISHED FLOOR TO CENTERLINE OF OUTLET:
RECEPTACLES AND TELEPHONES:
GENERALLY 1'-6"
OVER WORK BENCHES 3'-6"
WALL SWITCHES 4'-0"
WALL FIXTURES 7'-0"
MOTOR CONTROLLERS 5'-0"
FA SPEAKERS & HORNS 7'-6"
FIRE ALARM STATIONS 4'-0"
CLOCKS 7'-6"
STROBE LIGHTS 6'-8" TO BOTTOM
A. EXCEPTIONS: AT JUNCTION OF DIFFERENT WALL FINISH MATERIALS, ON MOLDING OR BREAK IN WALL
SURFACE, IN VIOLATION OF CODE REQUIREMENTS, AS NOTED OR DIRECTED.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND CONFIRMING ALL MOUNTING HEIGHTS
WITH ARCHITECT AND ARCHITECTURAL DRAWINGS.
24. WIRE COLOR CODING: AS PER CODE. WHERE COLOR-CODED CABLE IS NOT AVAILABLE, CERTIFY IN WRITING
AND REQUEST PERMISSION FOR OVERLAP COLOR TAPING OF CONDUCTORS (MINIMUM LENGTH 6") IN
ACCESSIBLE LOCATIONS. COLOR CODING, ONCE SELECTED, MUST BE USED CONSISTENTLY FOR THE ENTIRE
PROJECT.
25. INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM. INTERFERENCE TO EXISTING
FACILITIES. TEMPORARY SHUTDOWNS: ONLY WITH WRITTEN CONSENT OF OWNER. MAINTAIN CONTINUOUS
OPERATION OF EXISTING FACILITIES. ALARM AND EMERGENCY SYSTEMS ARE NOT TO BE INTERRUPTED.
26. FIRESTOPPING SHALL BE INSTALLED WHENEVER WIRING OR RACEWAYS CROSS FIRE RATED CONSTRUCTION.
27. LIGHTING FIXTURE SCHEDULE STANDARD NOTE: LIGHTING FIXTURE SCHEDULE SHOWN ON ENGINEER'S
DRAWINGS ARE FOR INFORMATION PURPOSES ONLY. LIGHTING FIXTURES SHOWN ARE THOSE SELECTED BY
ARCHITECT. ENGINEER SHALL NOT BE RESPONSIBLE FOR INFORMATION SHOWN RELATED TO FIXTURE
SELECTION AND OVERALL LIGHTING DESIGN. REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER
INFORMATION.
28. TO THE BEST OF THE APPLICANT'S KNOWLEDGE, BELIEF AND PROFESSIONAL. JUDGEMENT, THESE PLANS
ARE IN COMPLIANCE WITH THE NEW YORK CITY ENERGY CONSERVATION CODE.
ELECTRICAL GENERAL NOTES
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
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2
0
2
4
7
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E-000
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
ELECTRICAL COVER
SHEET
24375
ELECTRICAL ABBREVIATIONS
+ SPECIAL MOUNTING HEIGHT. COORDINATE LOCATION WITH
ARCHITECTURAL ELEVATIONS
1P SINGLE POLE
2P TWO POLE
3P THREE POLE
AAMPERE
AC ABOVE COUNTER
ACB AIR CIRCUIT BREAKER
AFF ABOVE FINISHED FLOOR
AIC AMPERE INTERRUPTING CAPACITY
AL ALUMINUM
ALM ALARM
AMM AMMETER
AQST AQUASTAT
ARF ABOVE RAISED FLOOR
ASYM ASYMMETRICAL
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
BG BREAK GLASS SWITCH
BIL BASIC IMPULSE LEVEL
BLDG BUILDING
CCONDUIT
CAB CABINET
CAT CATALOG
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CKT CIRCUIT
CL CENTER LINE
CLG CEILING
CLOS CLOSET
CO CONDUIT ONLY
COMM COMMUNICATION
CONN CONNECTED
CONT CONTINUATION
CT CURRENT TRANSFORMER
CTL CONTROL
CU COPPER
CUH CABINET UNIT HEATER
DB DECIBEL
DE DOUBLE ENDED SUBSTATION
DEG DEGREE
DF DRINKING FOUNTAIN
DIA DIAMETER
DISC DISCONNECT
DIV DIVISION
DN DOWN
DP DISTRIBUTION PANEL BOARD
DT DUST TIGHT
DWG DRAWING
°C DEGREE CELSIUS
°F DEGREE FAHRENHEIT
(E) EXISTING TO REMAIN
(ER) EXISTING TO BE REMOVED
(ERR) EXISTING TO BE REMOVED AND RELOCATED
E.C. EMPTY CONDUIT
EA EACH
EC ELECTRICAL CONTRACTOR
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMER,EM EMERGENCY
EQUIP EQUIPMENT
ERC ELECTRIC REHEAT COIL
EWC ELECTRIC WATER COOLER
EXIST,EX EXISTING
EXT EXTERIOR
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FAP FIRE ALARM ANNUNCIATOR PANEL
FBO FURNISHED BY OTHER DIVISION OF WORK
FCU FAN COIL UNIT
FDR FEEDER
FDS FUSED DISCONNECT SWITCH
FIXT FIXTURE
FL FLOOR
FLA FULL LOAD AMPERES
FLEX FLEXIBLE
FLUOR FLUORESCENT
FM FLOOR MACHINE
FRZ FREEZER
FSP FAN SHUTDOWN PANE;
FT FEET OR FOOT
FTL FEED THRU LUGS
G GROUND
GEN GENERATOR
GFI GROUND FAULT INTERRUPTER
HC HUNG CEILING
HH HAND HOLE
HID HIGH INTENSITY DISCHARGE
HN HALF NEUTRAL
HP HORSE POWER
HV HIGH VOLTAGE
HZ HERTZ
IC INTERRUPTING CAPACITY
ID INSIDE DIAMETER
IG ISOLATED GROUND
INCAND INCANDESCENT
INST INSTRUMENT
IPC ISOLATED POWER CENTER
IPX ISOLATED POWER CENTER X-RAY
JB JUNCTION BOX
KCMIL THOUSAND CIRCULAR MILS
KV KILOVOLT
KVA KILOVOLT AMPERE
KW KILOWATT
KWH KILOWATT HOUR
LCP LOCAL CONTROL PANEL
LIM LINE ISOLATION MONITOR
LTG LIGHTING
MAP MECHANICAL ALARM PANEL
MAX MAXIMUM
MCA MINIMUM CIRCUIT AMPERES
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDP MAIN DISTRIBUTION PANEL
MECH MECHANICAL
MER MECHANICAL EQUIPMENT ROOM
MFS MAIN FUSED SWITCH
MH MANHOLE
MIC MICROPHONE
MIN MINIMUM
MLO MAIN LUG ONLY
MOPD,MOCP MAXIMUM OVERCURRENT PROTECTION
MTD MOUNTED
MTG MOUNTING
MTS MANUAL TRANSFER SWITCH
MUFS MAIN UNFUSED SWITCH
NNEUTRAL
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NP NETWORK PROTECTOR
NTS NOT TO SCALE
OC ON CENTER
OCB OIL CIRCUIT BREAKER
OD OUTSIDE DIAMETER
PPOLE
PA PUBLIC ADDRESS
PAP PLUMBING ALARM PANEL
PB PULL BOX
PBS PUSH BUTTON SWITCH
PHC PIPE HEATING CABLE
PNL PANEL
PR PRINTER
PS PRESSURE SWITCH
PT POTENTIAL TRANSFORMER
PWR POWER
øPHASE
(RE) RELOCATED EXISTING
(RRO) EXISTING TO BE REMOVED AND RETURN TO OWNER
RCS REMOTE CONTROL SWITCH
RDCP REMOTE DATA COLLECTION PANEL
RECEPT,REC RECEPTACLE
REF REFRIGERATOR
REQ REQUIRED
RFL RAISED FLOOR
RG ROOM GROUND POINT
RM ROOM
RO RACEWAY ONLY
RP REFERENCE GROUND POINT
SAP SPRINKLER ALARM PANEL
SBST SUBSTATION
SCHED,SCH SCHEDULE
SD SMOKE DETECTOR
SDP SMOKE DETECTION PANEL
SE SINGLE ENDED SUBSTATION
SECT SECTION
SIG SIGNAL
SN SOLID NEUTRAL
SP SINGLE POLE
SPD SURGE PROTECTIVE DEVICE
SPEC SPECIFICATION
SPKLR SPRINKLER
SPKR SPEAKER
SV SOLENOID VALVE
SW SWITCH
SWBD SWITCHBOARD
SWGR SWITCHGEAR
SYM SYMMETRICAL
SYS SYSTEMS
TB TROUBLE BELL
TBD TO BE DETERMINED
TEL TELEPHONE
TEMP TEMPERATURE
THERM THERMOSTAT
TLBD TERMINAL BOARD
TP TAMPER PROOF
TRANSF,XFMR TRANSFORMER
TS TAMPER SWITCH
TV TELEVISION
TYP TYPICAL
UFD UNDERFLOOR DUCT
UH UNIT HEATER
UNF UNFUSED
UON UNLESS OTHERWISE NOTED
V VOLT OR VOLTAGE
VA VOLT AMPERE
VFD VARIABLE FREQUENCY DRIVE
VM VOLTMETER
VP VAPORPROOF
WWATT
WFS WATERFLOW SWITCH
WHM WATT HOUR METER
WP WEATHERPROOF
WT WATERTIGHT
XP EXPLOSION PROOF
REVISION DATE DESCRIPTION
59
Item 3.
OS
OS
OS
OS
OS OS
OS
VS
VS
VS
VS
VS
VS
SLV
SLV
SLV
S
LV
S
OS
SOS
SLV
VS
S
SS
S
S
SOS
OS
OS
OS
OSSOS
S
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
P
P
P
P
INV-1
LP-1 MSWBD-1
MP-1RP-1
AA A
AA
A
A
AA
AA
AAA
AA A
AAA
AAA
AAA
AA A
D
Q
DD
Q
D
DD
D
D
DD
D
D
D
D
D
D
DD
G
G
G
G
G
G
G
G
G G
G
G
T
T
T
T
T
T
EEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
H
H
H H
H
H
H
H
H
H
H
H
5
5
6
6
7
7
C C
X
X
V
D
V
V
V
V
B
E E
F F
P
X
X
X
X
X
X
X
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
4
6
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8
P
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B
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4
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t
E-200
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
ELECTRICAL FLOOR
PLAN -LIGHTING
24375
REVISION DATE DESCRIPTION
SYMBOL DENOTES KEY NOTE
KEY NOTES
DRAWING NOTES:
1. REFER TO GENERAL ELECTRICAL NOTES ON E-000.
2. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND
MOUNTING HEIGHTS FOR ALL DEVICES. COORDINATE LOCATIONS OF DEVICES WITH
CASEWORK, FURNITURE, AND EQUIPMENT ELEVATIONS. NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO INSTALLATION.
3. COORDINATE THE LIGHTING INSTALLATION WITH WORK OF OTHER TRADES TO INSURE
CLEARANCES FOR LIGHTING FIXTURES ARE MAINTAINED. NOTIFY ARCHITECT OF ANY
CONFLICTS WITH LIGHT FIXTURE LOCATIONS AND WORK OF OTHER DISCIPLINES PRIOR TO
FRAMING FOR ANY LIGHTS. ANY DISCREPANCIES BETWEEN THE LIGHTING LAYOUT AND
ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO
FRAMING.
4. LOCATION OF ALL REMOTE DRIVERS SHALL BE DETERMINED IN THE FIELD UNLESS
OTHERISE NOTED. LOCATE REMOTE DRIVERS IN ACCESSIBLE LOCATIONS WITHIN
DISTANCES FROM FIXTURES ALLOWABLE BY THE MANUFACTURER.
5. EMERGENCY EGRESS LIGHTING SHALL BE CONTROLLED WITH NORMAL POWER LIGHTING
DURING NORMAL CONDITIONS WHEN NORMAL POWER IS AVAILABLE.
6. EXIT SIGNS SHALL NOT BE CONNECTED TO ANY CONTROLS AND SHALL REMAIN ON AT ALL
TIMES.
7. CIRCUIT NUMBERS AT FIXTURES CORRESPOND TO PANELBOARD BREAKERS (SEE
PANELBOARD SHCEDULE). ALL LIGHTS SHOWN ON THIS PLAN SHALL BE CIRCUITED TO
PANEL LP-1, UNLESS INDICATED OTHERWISE.
#
048 16
SCALE IN FEET
60
Item 3.
+
+
+
+
++
+
+
+
J
+
J
J
JJ
JJ
WP
WP
WP
WP
WP
WP
J
J
J
J
J
J
DO
DO
DO
DO
DO
DODO
DO
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
MP-1
LP-1
RP-1
MSWBD-1
SOFT SEATING/
CIRCULATION
101
STORAGE / IT
103
MECH
106
TOILET
111
WATER
115 VESTIBULE
116
JANITOR
114 WRR
113
VESTIBULE
100
ACTIVITY ROOM
108
ACTIVITY ROOM
107
ACTIVITY ROOM
109
QR
104
KITCHEN
105
WARMING /
BREAKOUT
110
MRR
112
RECEPTION
102
ERV-1
WALL PARTITION
EWC
GWH-1
CP-1
AUTO FLUSH
AUTO FLUSH
AUTO FAUCET
AUTO FAUCET
AUTO FLUSH
AUTO FAUCET
UTILITY
TRANSFORMER
DISC-RTU-3
30/0INV-1
GROUND BAR
CT CABINET
UTILITY METER
1
SERVER RACK
BAS PANEL
FACP
AUTO DOOR
AUTO DOOR
AUTO DOOR
AUTO DOOR
VENDING
5
5
6
6
7
7
C C
E E
F F
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
/
2
4
/
2
0
2
4
7
:
4
6
:
1
0
P
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:
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/
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m
m
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s
P
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B
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-
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2
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a
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r
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t
E-300
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
ELECTRICAL FLOOR
PLAN -POWER AND
SYSTEMS
24375
REVISION DATE DESCRIPTION
SYMBOL DENOTES KEY NOTE
KEY NOTES
1 PROVIDE 4KW INVERTER WITH A MINIMUM OF 8 OUTPUT BREAKERS.
DRAWING NOTES:
1. REFER TO GENERAL ELECTRICAL NOTES ON E-000.
2. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND
MOUNTING HEIGHTS FOR ALL DEVICES. COORDINATE LOCATIONS OF DEVICES WITH
CASEWORK, FURNITURE, AND EQUIPMENT ELEVATIONS. NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO INSTALLATION.
3. MINIMUM CONDUCTOR SIZE FOR EACH LIGHTING AND APPLIANCE BRANCH CIRCUIT SHALL
BE #12 AWG, #12G IN 3/4" CONDUIT. REFER TO LOW VOLTAGE CABLE SPECIFICATION
SECTION FOR ADDITIONAL FEEDER AND CONDUIT SIZES FOR DIFFERENT FEEDER
LENGTHS.
4. RECEPTACLES SHALL BE FLUSH WITH FINAL WALL FINISH UNLESS OTHERWISE NOTED.
5. DEVICE BACK BOXES SHALL NOT BE INSTALLED BACK-TO-BACK. PROVIDE 6 INCH MINIMUM
SEPARATION BETWEEN BACK BOXES.
6. PROVIDE FIRE STOPPING OF ALL PENETRATIONS WITHIN FIRE-RATED PARTITIONS.
PROVIDE FIRE-RATED PUTTY PAD IN FIRE-RATED WALL FOR JUNCTION BOXES AND BACK
BOXES WHERE THE DEGREE OF SEPARATION FROM ONE DEVICE TO THE NEXT IS LESS
THAN 24 INCHES.
7. NOT ALL JUNCTION BOXES AND PULL BOXES ARE SHOWN ON THIS DRAWING. PROVIDE
PULL BOXES AND JUNCTION BOXES WHERE REQUIRED IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE (NEC).
8. CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARD BREAKERS (SEE
PANELBOARD SHCEDULE). ALL DEVICES SHOWN ON THIS PLAN SHALL BE CIRCUITED TO
PANEL RP-1, UNLESS INDICATED OTHERWISE. BRANCH CIRCUITS SHALL BE SIZED
ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS OTHERWISE INDICATED ON THE
ELECTRICAL EQUIPMENT SCHEDULE.
9. ALL RECEPTACLES IN PUBLIC SPACES SHALL BE TAMPER RESISTANT.
10. PROVIDE BACK BOX AND 1-1/4" CONDUIT WITH PULL STRING TO ABOVE ACCESSIBLE
CEILING AT ALL DATA LOCATIONS SHOWN.
#
048 16
SCALE IN FEET
61
Item 3.
WP
3
3
D D
G G
4
4
1
1
B B
H
H
I
I
3.1
3.1
2.1
2.1
5.1
5.1
2
2
J
J
A A
RTU-1
RTU-2
WP-DISC-RTU-1
30/3
WP-DISC-RTU-2
30/3
PROPOSED AREA FOR SOLAR
5
5
6
6
7
7
C C
E E
F F
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
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E-301
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
ELECTRICAL ROOF
PLAN -POWER
24375
SYMBOL DENOTES KEY NOTE
KEY NOTES
DRAWING NOTES:
1. REFER TO GENERAL ELECTRICAL NOTES ON E-000.
2. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND
MOUNTING HEIGHTS FOR ALL DEVICES. COORDINATE LOCATIONS OF DEVICES WITH
CASEWORK, FURNITURE, AND EQUIPMENT ELEVATIONS. NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO INSTALLATION.
3. MINIMUM CONDUCTOR SIZE FOR EACH LIGHTING AND APPLIANCE BRANCH CIRCUIT SHALL
BE #12 AWG, #12G IN 3/4" CONDUIT. REFER TO LOW VOLTAGE CABLE SPECIFICATION
SECTION FOR ADDITIONAL FEEDER AND CONDUIT SIZES FOR DIFFERENT FEEDER
LENGTHS.
4. RECEPTACLES SHALL BE FLUSH WITH FINAL WALL FINISH UNLESS OTHERWISE NOTED.
5. DEVICE BACK BOXES SHALL NOT BE INSTALLED BACK-TO-BACK. PROVIDE 6 INCH MINIMUM
SEPARATION BETWEEN BACK BOXES.
6. PROVIDE FIRE STOPPING OF ALL PENETRATIONS WITHIN FIRE-RATED PARTITIONS.
PROVIDE FIRE-RATED PUTTY PAD IN FIRE-RATED WALL FOR JUNCTION BOXES AND BACK
BOXES WHERE THE DEGREE OF SEPARATION FROM ONE DEVICE TO THE NEXT IS LESS
THAN 24 INCHES.
7. NOT ALL JUNCTION BOXES AND PULL BOXES ARE SHOWN ON THIS DRAWING. PROVIDE
PULL BOXES AND JUNCTION BOXES WHERE REQUIRED IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE (NEC).
8. CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARD BREAKERS (SEE
PANELBOARD SHCEDULE). ALL DEVICES SHOWN ON THIS PLAN SHALL BE CIRCUITED TO
PANEL RP-1, UNLESS INDICATED OTHERWISE. BRANCH CIRCUITS SHALL BE SIZED
ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS OTHERWISE INDICATED ON THE
ELECTRICAL EQUIPMENT SCHEDULE.
#
REVISION DATE DESCRIPTION
048 16
SCALE IN FEET
62
Item 3.
(N)PANEL
MP-1
120V/208V
200A
80
0
A
200B
MSWBD-1
800A, 120/208V, 3Ø, 4W
(N)PANEL
LP-1
120V/208V
100A
20
0
A
60
A
15
0
A
50
A
60B
(N)PANEL
RP-1
120V/208V
200A
150B
SPLASH
PAD (BY
OTHERS)
50B
40
A
40A
EV
CHARGING
40
A
40A
EV
CHARGING
40
A
40A
EV
CHARGING
40
A
40A
EV
CHARGING
40
A
40A
EV
CHARGING
10
0
A
FUTURE SOLAR
CONNECTION (30kW)
INCOMING UTILITY
M
MUTILITY METER
CUSTOMER METER FOR
MECHANICAL, LIGHTING AND
PLUG LOADS
(N)PANEL
INV-1
120V/208V
20A
20B
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
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E-600
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
ELECTRICAL SINGLE
LINE DIAGRAM
24375
REVISION DATE DESCRIPTION
SCALE: NONE1ELECTRICAL RISER DIAGRAM
1.ALL INDICATED FEEDER SIZES ARE FOR 600V, COPPER CONDUCTORS WITH AMPACITIES FOR 75 DEGREE TERMINATIONS AS PER NEC
TABLE 310.16 (OR 310.15 2017 NEC).
2. FOR EQUIPMENT RATED FOR 60 DEGREE TERMINATIONS CONTRACTOR SHALL ADJUST FEEDER AND CONDUIT SIZES IN ACCORDANCE
WITH NEC 110.14(C)(1).
3. FINAL CONDUIT SIZES SHALL BE ADJUSTED FOR THE FOLLOWING FEEDERS:
A. TYPE RHH, RHW AND RHW-2 CONDUCTORS WITH OUTER COVERING.
B. TYPE PVC SCHEDULE 40 CONDUIT.
C. WHERE EQUIPMENT GROUNDING CONDUCTOR SIZES SHALL BE INCREASED IN SIZE AS PER NOTE 4.
4. WHERE FEEDER CONDUCTORS ARE REQUIRED TO BE INCREASED IN SIZE DUE TO A VOLTAGE DROP OR OTHER REASONS, EQUIPMENT
GROUNDING CONDUCTOR SIZES SHALL BE INCREASED IN SIZE PROPORTIONALLY.
5. CONDUIT SIZES INDICATED FOR PARALLEL SETS ARE FOR EACH SET UNLESS OTHERWISE NOTED.
NOTES:
(COPPER CONDUCTORS WITH EQUIPMENT GROUNDING CONDUCTORS)
FEEDER SCHEDULE
TAG WIRE & CONDUIT SIZES (3W+G) TAG WIRE & CONDUIT SIZES (4W+G)
ALLOWABLE
AMPACITY (SEE
NOTE 1)
30A 3#10 + #10G - 3/4"C 30B 4#10 + #10G - 3/4"C 35
40A 3#8 + #10G - 3/4"C 40B 4#8 + #10G - 1"C 50
60A 3#6 + #8G - 1"C 60B 4#6 + #8G - 1 1/4"C 65
70A 3#4 + #8G - 1 1/4"C 70B 4#4 + #8G - 1 1/4"C 85
90A 3#3 + #8G - 1 1/4"C 90B 4#3 + #8G - 1 1/4"C 100
100A 3#2 + #8G - 1 1/4"C 100B 4#2 + #8G - 1 1/2"C 115
125A 3#1 + #6G - 1 1/4"C 125B 4#1 + #6G - 2"C 130
150A 3#1/0 + #6G - 1 1/2"C 150B 4#1/0 + #6G - 2"C 150
175A 3#2/0 + #6G - 2"C 175B 4#2/0 + #6G - 2"C 175
200A 3#3/0 + #6G - 2"C 200B 4#3/0 + #6G - 2-1/2"C 200
225A 3#4/0 + #4G - 2"C 225B 4#4/0 + #4G - 2 1/2"C 230
250A (3)250KCMIL + #4G - 2 1/2"C 250B (4)250KCMIL + #4G - 3"C 255
300A (3)350KCMIL + #3G - 3"C 300B (4)350KCMIL + #3G - 3"C 310
350A (3)400KCMIL + #3G - 3"C 350B (4)400KCMIL + #3G - 3"C 335
400A (3)500KCMIL + #3G - 3"C 400B (4)500KCMIL + #3G - 3 1/2"C 380
450A (3)600KCMIL + #2G - 3 1/2"C 450B (4)600KCMIL + #2G - 4"C 420
500A 2 SETS OF (3)250KCMIL + #1G -2 1/2"C 500B 2 SETS OF (4)250KCMIL + #1G - 3"C 510
600A 2 SETS OF (3)350KCMIL + #1G - 3"C 600B 2 SETS OF (4)350KCMIL + #1G - 3"C 620
800A 2 SETS OF (3)500KCMIL + 1/0G -3"C 800B 2 SETS OF (4)500KCMIL + 1/0G - 3 1/2"C 760
1000A 3 SETS OF (3)400KCMIL + #2/0G - 3"C 1000B 3 SETS OF (4)400KCMIL + #2/0G - 3 1/2"C 1005
1200A 3 SETS OF (3)600KCMIL +3/0G - 3 1/2"C 1200B 3 SETS OF (4)600KCMIL +3/0G - 4"C 1260
1600A 4 SETS OF (3)600KCMIL + #4/0G - 3 1/2"C 1600B 4 SETS OF (4)600KCMIL + #4/0G - 4"C 1680
2000A 5 SETS OF (3)600KCMIL + 250KCMIL G -3 1/2"C 2000B 5 SETS OF (4)600KCMIL + 250KCMIL G - 4"C 2100
2500A 6 SETS OF (3)600KCMIL+ 350KCMIL G - 3 1/2"C 2500B 6 SETS OF (4)600KCMIL+ 350KCMIL G - 4"C 2520
3000A 8 SETS OF (3)500KCMIL + 400KCMIL G - 3 1/2"C 3000B 8 SETS OF (4)500KCMIL + 400KCMIL G - 3 1/2"C 3040
4000A 10 SETS OF (3)600KCMIL + 500KCMIL G -3 1/2"C 4000B 10 SETS OF (4)600KCMIL + 500KCMIL G -4"C 4200
63
Item 3.
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
.MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW
WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY
XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY
ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF
9^UJITW5WNSYJI3FRJ
1NHJSXJ3ZRGJW=====)FYJ====
8NLSFYZWJ
&WHMNYJHY
DUFKLWHFWV
FHGDUDYHQXHVRPLQQHDSROLV01
WHOID[
+DJHQ&KULVWHQVHQ 0F,OZDLQ
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
CONSULTANT 3
N O T F O R C O N S T R U C T I O N
PROJECT NUMBER
10
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E-700
555 61st Ave NE
Fridley, MN 55432
FRIDLEY COMMONS
PARK BUILDING
ELECTRICAL
SCHEDULES
24375
REVISION DATE DESCRIPTION
1. XXX
2. XXX
3. XXX
NOTES:
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION LAMP TYPE CONTROLS TYPE WATTAGE VOLTAGE MANUFACTURER MODEL COMMENTS
A SUSPENDED LINEAR PENDANT FIXTURE, NOMINAL 4" X 4" X 48". ONE PIECE EXTRUDED
ALUMINUM HOUSING WITH SATIN SILVER FINISH. ALUMINUM BAFFLE WITH POWDER
COAT FINISH. INTEGRAL 0-10V DIMMING DRIVER.
LED, 800LM/FT, 3500K,
80CRI
DIMMING 6 W /LF 120 V MARK ARCHITECTURAL LIGHTING S4PD
B LINEAR PENDANT CHANDELIER FIXTURE, 16" CANOPY BASE, 3 60" PENDANTS
SUSPENDED AT 12', 16', AND 20' RESPECTIVELY
LED, 3500K, 90CRI,
1852LM
DIMMING 45 W EA 120 V EUREKA LIGHTING 4427-VEL (303S6)
D RECESSED ROUND DOWNLIGHT, NOMINAL 4.5" X 8.2" X 11.0", MIN 0.1% DIM LEVEL,
DIM-TO-DARK
LED, 3500K, 80CRI, 15LM DIMMING 15 W EA 120 V GOTHAM IVO4
E RECESSED OUTDOOR SQUARE DOWNLIGHTS, 4.72" X 4.72" X 3.54"H, 0-10V DIMMING TO
1.0%
LED, 3000K, 80CRI,
1251LM
DIMMING 16 W EA 120 V DESIGNPLAN AP2110
G SUSPENDED LINEAR STRIP FIXTURE, NOMINAL 3" X 3" X 48". STEEL HOUSING WITH
BAKED WHITE ENAMEL FINISH. CURVED DIFFUSE LENS. INTEGRAL 0-10V DIMMING
DRIVER. DAMP LOCATION LISTED.
LED, 3000LM, 3500K,
80CRI
DIMMING 30 W EA 120 V LITHONIA LIGHTING ZL1D
H SURFACE-MOUNTED COVE LIGHT, NOMINAL 2" X 3" X 48". EXTRUDED ALUMINUM
HOUSING WITH POLYESTER POWDER COAT FINISH. EXTRUDED ACRYLIC LENS.
REMOTE 0-10V DIMMING DRIVER TO 1%. ADJUSTABLE MOUNT SIDE HINGE. 10X60
DEGREE DISTRIBUTION.
LED, 750LM/FT, 3500K,
80CRI
DIMMING 7 W /LF 120 V MARK ARCHITECTURAL LIGHTING MKS501
P MULTIPLE SQUARE PENDANT FIXTURE WITH 3 SQUARES IN 24"X24", 36"X36" AND
48"X48" CONFIGURATION. ALUMINUM EXTRUDED HOUSING WITH POLYESTER POWDER
COAT FINISH, COLOR TO BE SELECTED BY ARCHITECT. POLYCARBONATE SATINE
FINISHED LENS. SINGLE CANOPY MOUNTING WITH REMOTE 0-10V DIMMING DRIVER TO
1%.
LED, 17,300LM, 3500K,
90CRI
DIMMING 200 W EA 120 V LUMENWERX RIM MULTIPLE
Q SUSPENDED DRUM PENDANT, NOMINAL 24" DIAMETER X 5" HIGH. OPAL ACRYLIC FLUSH
FLAT LENS WITH DIRECT ONLY OPTICS. SMOOTH ALUMINUM EXTRUDED HOUSING.
FINISH TO BE SELECTED BY ARCHITECT. RIGID STEM MOUNT. INTEGRAL 0-10V DIMMING
DRIVER TO 1%.
LED, 4000LM, 3500K,
80CRI
DIMMING 40 W EA 120 V MARK ARCHITECTURAL LIGHTING MGLP
T RECESSED TROFFER FIXTURE, 2' X 2', SMOOTH REFLECTOR FIXTURE STYLE, CURVED
SMOOTH DIFFUSER, DIMS TO 1% (0-10V DIMMING)
LED, 33LM, 82CRI, 3500K DIMMING 33 W EA 120 V LITHONIA LIGHTING 2BLT2
V SURFACE-MOUNTED VANITY FIXTURE, 24"L, 0-10V DIMMING OPTION, ALUMINUM BODY,
PC DIFFUSER
LED, 542LM, 3500K ON/OFF 11 W /LF 120 V WAC LIGHTING WS-73117
X SURFACE-MOUNTED EMERGENCY EXIT SIGN, 12.7" X 9.8" X 0.5", BRUSHED ALUMINUM,
SINGLE FACE, EXIT WITH NO ARROW
5 W EA 120 V LITHONIA LIGHTING EDGC
64
Item 3.
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
AGENDA REPORT
Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission
Submitted By: Mike Maher, Parks and Recreation Director
Title
Moore Lake Community Building Rental Policy Review
Background
The Moore Lake Community Building has been in operation for roughly six months and the rental
program has been well-utilized by individuals, businesses and non-profit groups. From April-October
2024, there have been 57 half-day rentals and 30 full-day rentals at the facility which has generated
nearly $24,000 in rental revenue and served 5,353 guests.
Several questions have recurred during the initial period of facility rentals that staff would like to discuss
with the Commission so that renal policies can be continuously refined, clarified, and improved.
During the October Parks and Recreation Commission meeting, several requests came before the group
to request waiver of rental fees for non-profit organizations. The Commission approved the requests
but requested additional opportunity to discuss policy for the future. Additionally, staff would like to
discuss the following scenarios with the Commission:
Recurring rentals such as weekly, monthly, etc.
o Weekdays may be permissible while weekends may not
o Limited recurrence may be permissible while ongoing recurrence may not
o Non-profit vs. for-profit
Rentals where items may be offered for sale such as arts or crafts
o May be permissible for non-profit organizations such as a bake sale or art/craft sale
o May be permissible when a private event or participants are invited or registered
o May not be permissible for a rummage sale open to the public, as an example
Rentals that may be for groups charging for classes, workshops, etc. (for-profit vs non-profit)
o May be permissible for non-profit organizations or partner organizations such as
University of Minnesota Extension, 4-H, Community Education, etc.
o May or may not be permissible for events where registration is required. One example
might be a fitness class not affiliated with Fridley Parks and Recreation.
o May or may not be permissible for private events such as a concert, rally, or public speaker
not affiliated with the City of Fridley.
65
Item 4.
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
Financial Impact
The majority of facility rentals are private community events and it is not likely that policy refinements
would have a significant impact on renal revenue over the course of a calendar year.
Recommendation
Staff requests that the Commission provide guidance on fee waiver requests from non-profit
organizations as well as refinement of policy for appropriate use of the Moore Lake Community
Building.
Attachments and Other Resources
Current Moore Lake Community Building Rental Policy
66
Item 4.
Moore Lake Community Building
Rental Fees and Guidelines
3-1-2024
67
Item 4.
Moore Lake Community Building
Fees and Guidelines
1
Moore Lake Community Building Rental Fees and Guidelines
Rental Guidelines
1. How to Reserve the Moore Lake Community Building
2. Rental Fees and Hours
3. Damage and Code of Conduct Deposit
4. Code of Conduct
5. Decorating Guidelines
6. Facility Setup and Cleanup
7. Catering Guidelines
8. Event Parking
9. Cancellation Policy
10. Rental FAQ’s
1. How to Reserve the Moore Lake Community Building
Reservations for the Moore Lake Community Building are available online through the City
of Fridley’s website at: https://www.fridleymn.gov/198/Facility-Equipment-Rentals
To begin, click on ‘Request a Rental’, this will direct you to the reservation request system.
Available dates will be shown along with applicable fees. You will need to login to your
account to finalize the reservation. If you have not already created an account, please do so.
Assistance is available by calling the Fridley Parks and Recreation office at (763)572-3570.
2. Rental Fees and Hours
The Moore Lake Community Building is available for community rental use daily from 8:00
am to 9:00 pm, except the following holidays: New Year’s Eve, New Year’s Day, Easter
Sunday, Juneteenth, July 4th, Thanksgiving Day, Christmas Eve, Christmas Day. Holiday
availability may be subject to change.
68
Item 4.
Moore Lake Community Building
Fees and Guidelines
2
Building Rental Capacity: 72 Guests Seated or 100 Open House
Rental Days Rental Hours Resident* and
Non-profit
Rate
Non-Resident rate Damage
Deposit
Optional
Building
Monitor**
Mon- Thurs
Fri Morning
Half day 1
8 am–2 pm
Half day 2
3 pm-9 pm
Full day
8 am–9 pm
Half day 1 or 2
$150 + tax
Full day
$225 + tax
Half day 1 or 2
$225 + tax
Full day
$337.50 + tax
$200 $25/hourly
2-hour
minimum
Fri Evening
Saturday
Sunday
Half day 1
8 am–2 pm
Half day 2
3 pm-9 pm
Full day
8 am–9 pm
Half day 1 or 2
$250 + tax
Full day
$375 + tax
Half day 1 or 2
$400 + tax
Full day
$600 + tax
$200 $25/hourly
2-hour
minimum
* Includes individuals and Fridley businesses
** See Rental FAQ’s for more information on optional building monitor option
3. Damage and Code of Conduct Deposit
The Moore Lake Community Building is a shared resource for Fridley residents and was
constructed to provide a sense of community and civic pride. Attention to cleaning,
maintenance and housekeeping will provide decades of enjoyment of this beautiful facility.
All renters will provide a fully refundable damage and conduct deposit of $200 per
rental, which will be charged to a credit or debit card and issued as a refund after an
inspection of the facility and review of the rental report has been completed.
Staff retains the right to not return the damage and conduct deposit, as well as to seek
reimbursement for additional damages when cleaning has not been completed, the code of
conduct has been violated, or damage has been incurred to the facility by the rental group.
Rental parties will sign an agreement as part of the rental process, agreeing to the terms of
the Damage and Code of Conduct policy.
69
Item 4.
Moore Lake Community Building
Fees and Guidelines
3
4. Code of Conduct
No driving or vehicle use is permitted outside of the designated parking areas.
Candles or other open flames, with the exception of products designed to warm a
chafing dish operated by a caterer licensed by Anoka County, are prohibited.
Alcohol is prohibited in Moore Lake Park and the Moore Lake Community Building.
Tobacco, vaping, and recreational cannabis are prohibited in Moore Lake Park and
the Moore Lake Community Building
Glitter, confetti, helium balloons and pinatas are prohibited in the Moore Lake
Community Building
Push pins, tape, nails, putty or other fasteners or adhesives may not be used to hang
or display items from walls, columns, or ceilings.
Rentals are limited to the time periods defined in the rental contract. Accessing or
attempting to access the rental space outside of the times designated in the rental
contract is prohibited. Failure to vacate the building by the time specified in the
rental contract will result in loss of deposit.
Amplified music is not permitted outside of the Moore Lake Community Building. An
audio system is included in the facility rental with Bluetooth connectivity.
No animals, except for service animals, are permitted in the Moore Lake Community
Building
Failure to complete the post-event facility cleaning procedure will be considered a
breach of the code of conduct.
Admitting guests to a facility rental in excess of the building seating capacity of 72
persons seated or 100 guests for an open house event will result in loss of the
damage and code of conduct deposit.
Access to the kitchenette is included in the rental agreement. Failure to properly
secure or turn off appliances will result in loss of the damage and code of conduct
deposit.
Photos, movies, presentations and other memorabilia displayed in the facility must
be appropriate for a general audience and must be shown in compliance with
copyright and licensing requirements.
5. Decorating Guidelines
The Moore Lake Community Building was designed to provide a beautiful and festive space
for meetings and gatherings. No items may be adhered or affixed to the windows, doors,
walls, columns or ceilings in any way, shape, or form. Acceptable activities include:
Tables are available to display photographs or memorabilia.
The audio/visual system may be used to project photos or presentations.
Freestanding decorations may be placed on the floor.
Freestanding sandwich boards may be placed in designated locations to indicate
building use or occupancy.
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Centerpieces or other table-top decorations are permitted.
Candles and other open flames are prohibited
6. Facility Setup and Cleanup
The Moore Lake Community Building features both circular and rectangular tables with
stacking chairs for a wide variety of meeting and event setup options. Rectangular and
round tables tilt vertically and are on casters for easy setup and efficient storage. Stacking
chairs may be easily moved using provided carts. Rental groups are responsible for setup of
tables and chairs for their event and for completing the basic cleaning checklist provided.
Staff will stack chairs and move tables to the designated storage room.
After each facility rental, the rental party is asked to complete the following as part of the
facility use agreement:
Wipe down or rinse any food service areas and amenities that were used including
the kitchen counters, refrigerator, coffee maker, tables, microwave oven, and kitchen
floor using the cleaning kit found in the kitchenette.
Use the provided broom and dustpan to sweep up any noticeable food scraps,
crumbs, or spills on the floor of the kitchen or community room.
Place all garbage, recycling, and organics into the provided containers.
Wipe down all tables and chairs used for your event using paper towels and water
from the kitchenette.
Remove all items brought into the facility. Do not leave any food, utensils,
condiments, coffee sugar or creamer, water or beverages.
Notify staff immediately of any damage, incidents, spills, injuries, or problems with
the facility such as the AV system, plumbing, electrical outlets, or door locks.
7. Catering Guidelines
If you choose to have your event catered:
• All alcoholic beverages are prohibited.
• Caterers are only allowed to access the facility during your specified rental period.
• Caterers are responsible for linens, serving items and all tableware items.
• Commercial catering vehicles (food trucks) must be registered with the City of Fridley
and approved as part of your rental agreement.
• Please ask your caterer to use washable plateware and silverware or to use
compostable items during the catering of your event.
• Cotton candy makers are not allowed.
If you choose to self-cater your event, follow the listed guidelines:
• All alcoholic beverages are prohibited.
• Cotton candy makers are not allowed.
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• The kitchenette contains: a small refrigerator with freezer, a microwave, running
water, electricity, and counter space. Additional servings space may be created by
using tables along the north wall with access to electrical outlets.
• There is no stove or oven available for cooking. Fully cooked food should be brought
on site using crock pots, electric roasting pans, or similar warming devices.
• Access to electrical outlets is included in the catering kitchen.
• You are responsible for your own linens, serving items and all tableware items.
• Use of compostable or reuseable products is required and composting containers are
available in the facility. Compostable flatware and silverware may be purchased as an
add on to your rental agreement.
Moore Lake Community Building is a Zero Waste Facility. Compostable event packages
containing silverware and plateware for fifty is available for purchase as part of your rental.
Instructions for pickup of these items will be included in your rental contract.
Please contact the City of Fridley Environmental Planner with questions regarding the zero
waste facility program at (763)572-3594.
8. Event Parking
The Moore Lake Park south parking lot, servicing the community building, includes 50
parking spaces. These spaces are non-reservable and are also used for general park use.
Rental groups may not restrict access to parking for any other park guests. Overflow parking
for events and facility rentals is available in the north parking lot and along Central Ave. NE.
9. Cancellation Policy
• More than 30 days prior to rental date: 100% refund
• 14-30 days prior to rental date: 50% refund
• Less than 14 days prior to rental date: no refund
• No refunds are given due to weather conditions unless the park or facility is officially
closed due to severe weather conditions.
10. Facility Rental FAQ’s
What are the benefits of adding an optional building monitor to my facility rental?
An optional building monitor is available for an additional $25 per hour for your
rental of the Moore Lake Community Building. This staff member can assist in
opening and closing the facility, setting up tables and chairs, greeting guests and
operating the Audio-Visual system. They can also provide assistance as you complete
the basic cleaning checklist at the conclusion of your event. The building monitor can
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be scheduled for a minimum of two hours of time and can be present for a portion
of your rental if assistance is not required for the entire event.
A staff member may not be requested for more than one time period during your
rental period. For example, a staff member may not be requested for the first two
hours and the last two hours of your rental.
What responsibilities are not included in having an optional building monitor?
The optional building monitor can help your event or meeting run smoothly by
helping with things like building access, setup, and use of the AV system. The
building monitor will not assist with food or beverage preparation or serving. The
monitor may assist you with the basic cleaning checklist but does not excuse the
renter from excessive cleanup or damage charges that may be incurred.
What “extras” are included in my facility rental?
Facility rental includes exclusive access to the enclosed portion of the Moore Lake
Community Building including interior restrooms, community room, kitchenette, and
south patio.
What is not included in my facility rental?
Rental of the Moore Lake Community Building does not include exclusive access to
the open-air portion of the building. This area will remain open to the public at all
times. Building rental does not include exclusive access to parking, playground,
courts, fishing piers, trails or any other park amenities except the building and south
patio. Several “space reserved for private event” signs are available in the building
and may be placed at the entrance and patio to discourage public use.
How do I get into the building?
When you arrive at the building the doors will be locked. Use your unlock code to
open the doors. The doors will remain unlocked for your guests to arrive during your
reservation. When you leave the building use the lock code to secure the building.
The codes will only be active during the time of your reservation. You are financially
responsible for any damage/theft that occurs due to failing to secure the building.
If the unlock and lock codes are not working, please call the number listed on your
Unlock/Lock Code Instruction guide (this will be sent to you via email prior to your
reservation date).
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What if someone comes into the building during my event or rental?
You will have code to unlock the Moore Lake Community Building when you arrive
and a code to lock it when you leave. Please display your rental permit in the display
case at the building entrance to notify the public that the facility is rented for a
private event. Restrooms are available in the open-air portion of the building for park
visitors. If there is a conflict with a park user or an individual does not respond to a
polite request to leave the facility, please call 911 and ask for assistance from Fridley
Public Safety.
City of Fridley staff may enter the building at any time during your rental period to
monitor use of the space, conduct maintenance or perform administrative tasks.
What can I do with the Audio-Visual system?
Rental groups may use the audio-visual system to play music or display onto the
presentation screen. A computer is not provided but a variety of inputs including
USB-C and HDMI are available to connect to the system. Cell phones may be used to
connect to the audio system to play music using a Bluetooth connection. Laminated
instruction cards are located at the kiosk and wall panel for the AV system.
Renters are responsible for providing a laptop computer for presentations or
slideshows.
What do I do if there is a problem with the restrooms?
It is unlikely that you will experience issues with the restrooms during your facility
rental. However, if a restroom needs to be removed from service, an out of order sign
is located in the catering kitchen. Please place this sign at the restroom doorway and
notify staff immediately after your rental period.
How many items can I plug in to keep my food warm in the kitchenette?
Typically, up to four crock pots or roasters may be plugged into outlets in the
catering kitchen. Additional items may be plugged into wall outlets on the perimeter
of the community room using tables to create expanded counter space. Please do
not use extension cords or power strips to plug multiple food warming devices into a
single outlet.
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Item 4.
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
AGENDA REPORT
Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission
Submitted By: Tara Rogness, Springbrook Nature Center Manager
Title
Springbrook Nature Center Report
Background
Attached is the update from Springbrook Nature Center for the November 4, 2024 Parks and Recreation
Commission meeting.
Financial Impact
None.
Recommendation
None.
Attachments and Other Resources
Springbrook Nature Center Update November 4, 2024 meeting
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Item 5.
Springbrook Nature Center
Park & Rec Commission Report
October Education Programs
October brings many environmental education programs
alongside the largest community event at Springbrook. We
are very proud of the amount of instruction we were able
to deliver in an already busy month!
Number of Children Taught: 1,549
Number of Hours of Teaching: 2,002.5
October Rentals & Birthday Parties
There were 5 birthday parties in October, with
themes including Reptiles, Survival, Fort Building
and Eco-Pirates.
In October, there were 3 indoor room rentals.
Grants
We will begin purchasing for the Xcel Energy
Foundation Grant entitled “Wild Connections in
Environmental Education” soon. Be on the lookout
for new animal enclosures and equipment to make
it easier to teach with animal ambassadors.
We have been awarded a grant from The
International Paper Foundation for a project
entitled “Culture and Team Building in Nature” in
which we aim to enhance our team building
programming with portable low ropes challenges
that will create perceived risk and aid in
communication, active listening, trust, leadership,
and social emotional skills in children and adults.
Park & Building Maintenance
The round about construction finished (minus a few
minor details not requiring road closures) at 7 pm
the evening before Pumpkin Night in the Park. We
look forward to a much safer intersection and
entrance to the park!
Repairs are being scheduled for the interpretive
center geothermal system.
The Nature Play expansion has been installed with
one small error. The last component of the play
area has been ordered and should ship the week of
Thanksgiving with installation slated for the first week of December. In the meantime, we have opened
the area for play and are thrilled with the interest and attendance we’ve seen. Adding in some elements
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with a higher perceived risk has resulted in more adults and older kids playing on the equipment
themselves, and further engaging with their children in this space.
Events
Pumpkin Carving had nearly 800 people in attendance over the course of 5 days who carved 1,300
pumpkins (which were gutted by another set of nearly 60 volunteers and staff). The addition of the
music and concessions made the carving events even more fun.
Pumpkin Night in the Park was a successful community event with more than 2,500 ticket sold. We
placed 1,300 pumpkins on the trail with the help of 40 volunteers. We “lit” those pumpkins with glow-
sticks and battery operated candles with the help of another 30 volunteers. There were 5 fire dancer
performances, more than a dozen actors along the trails to entertain the crowd and one “camp”fire in
the woods that was lit with battery operated lights instead of flames (note that burn restrictions were in
place due to extremely dry weather conditions).
Pumpkin Night
in the Park 2024 77
Item 5.
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
AGENDA REPORT
Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission
Submitted By: Margo Numedahl, Recreation Division Manager
Title
Fridley Parks and Recreation Division Report
Background
Attached is the update from the Parks and Recreation Department for the November 4, 2024 Parks and
Recreation Commission meeting.
Financial Impact
None.
Recommendation
None.
Attachments and Other Resources
Attached is the update from the Parks and Recreation Department for the November 4, 2024
Parks and Recreation Commission meeting.
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Item 6.
HIGHLIGHTS
Recreation Division: October 2024
Fall Programs Below is a list of programs and participation numbers for those that took place in October.
Preschool: Ages 3-5
Soccer (6 sessions): Sep-Oct 6
Elementary – Middle School: Grades K-7
Soccer Gr. K-4 (6 sessions): Sep-Oct 22
Outdoor Games & Halloween Fun Gr. K-4 (6 sessions): Sep-Oct 19
Painting Gr. K-4 (6 sessions): Sep-Oct 18
Harvest Festival & Corn Maze: Field Trip Oct. 17
Fridley: 11, SLP: 7 18
Zero Gravity & Pumpkin Carving: Field Trip Oct. 18
Fridley 18, SLP: 7 25
Adult Fitness and Athletics
Zumba (2 classes/6 sessions each): Sep-Oct 16
Pickleball Skills and Drills (4 sessions): Sep-Oct
4 – Fridley, 8 - SLP 12
Pickleball Live Play Coaching (4 sessions): Oct-Nov
5 – Fridley, 5 – SLP 10
Pickleball Ladder League – All Ages: Oct-Dec
23 – Fridley, 22 – SLP 45
Pickleball Ladder League – Ages 20-40: Oct-Dec
19 – Fridley, 9 – SLP 28
Volleyball Leagues (Coed Rec/Comp, Women’s Comp)
North Metro League*: Fridley-4 teams, 3 individuals 32 teams
*North Metro Leagues are offered in cooperation with Mounds View, New Brighton, and Spring Lake Park. Parks and Recreation Brochure
The November/December brochure is complete and was delivered
to residents during the week of October 28.
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Item 6.
October Facility Rentals
Facility Reservations
Moore Lake Community Building 12
Shelters (Commons, Flanery, Locke, Moore Lake #5) 13
Community Park 58
Commons Park Fields (Baseball and Football) 19
Picnic Shelter Reservations Our shelter rental season came to a close at the end of October. We had a busy season with the re-opening of Moore Lake Park and the addition of Locke Park. We doubled the number of reservations from last year with a total of 129 rentals. Below is a list of the different shelters and numbers of reservations for each.
Facility Reservations
Flanery Park Shelter 20
Commons Park Shelter 42
Locke Park Shelter #1 45
Locke Park Shelter #2 3
Moore Lake Picnic Shelter #5 19
TOTAL 129
Moore Lake Community Building Year-to-date
Below is a list of reservations and revenue generated since opening the building on April 9
through October 31. The total number of guests is 5,353 (average is about 60 per reservation).
Facility Reservations Revenue
Moore Lake Community Building – Half Day Rental 57 $12,650
Moore Lake Community Building – Full Day Rental 30 $11,312
TOTAL 87 $23,692
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Fridley Youth Sports Association Reservations Youth sports were booming this year with a total of 575 athletes. Below is a list of the fields that were used, the number of reservations for each, and the sports participation numbers.
Soccer Reservations Participation
Community Park Fields 3, 4, 5 & 6 247 213 - Summer (PreK – 8 gr.) 116 - Fall (PreK - 6 gr.)
Baseball Reservations Participation
Commons Park Fields 1 & 2 80 150 - Summer 25 - Fall Ray Thompson Little League Baseball Fields 151
Terrace Park 20
Total 251
Football Reservations Participation
Commons Park Stadium Field 15 71
Minnesota Recreation and Park Association (MRPA) Annual Conference Mike, Margo, Jessica and Brice attended the MRPA Annual Conference at the end of September. Over 400 Parks and Recreation Professionals from across the state were in
attendance. Our team benefited from the many
educational sessions, keynote speakers, and
opportunities to network with the many
delegates.
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Fall Field Trips We had some amazing trips over MEA break in partnership with Spring Lake Park Recreation. We went to Twin Cities Harvest Maze on October 17 where we explored the giant corn maze, had fun in the corn pit, ventured through the pumpkin patch, and jumped on inflatables! It was a blast! On Friday, October 18, we started our day at Zero Gravity Trampoline Park where we bounced,
played dodgeball, climbed and more! After lunch, we spent the afternoon carving pumpkins,
and our pumpkins were placed on the trails of SNC’s Pumpkin Night in the Park! The kids were
excited to be able to search for their pumpkins at the event.
Pumpkin Night in the Park The Recreation Division contributed to the Annual Pumpkin Night in the Park at Springbrook Nature Center supporting pumpkin carving, set-up, clean-up, parking, and entrance gate duties. Jessica and Susan helped with some extra promotion by creating a video for Springbrook’s social media page that brought over 3500 views! In addition, staff coordinated the shuttle and were onsite at Spring Lake Park High School. Approximately 645 people used the shuttle this year and it has been appreciated by participants who want to avoid the congested parking near the Nature Center.
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Item 6.
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
AGENDA REPORT
Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission
Submitted By: Jeff Jensen, Operations Manager – Streets, Parks, and Facilities
Title
Park Maintenance and Construction Report
Background
Attached is the Park Maintenance and Construction report for the November 4, 2024 meeting.
Financial Impact
None.
Recommendation
None.
Attachments and Other Resources
Park Maintenance Report for November 4, 2024 meeting
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Item 7.
Memorandum
The park maintenance team has been continuing weekly tasks of mowing, mulching leaves and
cleaning all parks.
The team has completed work at SNC with installation of wood fencing, Pumpkin Night Prep
and safety woodchips installed in the newly expanded nature play area.
We have been doing odd jobs to help complete all three neighborhood park projects. We have
been cutting down all planted areas and re-seeding where needed in all parks.
We just completed wood chipping the trail around Farr Lake and prepping equipment for winter
maintenance.
Plans are in place to start converting one field at Community Park into a multi-use field, but that
project will be weather dependent.
Logan Park, Edgewater Gardens Park and Plymouth Square Park have wrapped up construction
for 2024 and are open to the public for use. Some small items such as court resurfacing, court
striping, and tree planting will extend into the spring of 2025.
Date: 8/29/2024
To: Mike Maher, Parks and Recreation Director
From: Jeff Jensen, Operations Manager, Streets, Parks, Facilities
DEPT: Public Works
CC: Margo Numedahl, Parks and Recreation Manager
RE: Parks and Recreation Commission Report for November 4th, 2024 Meeting
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Item 7.