Item 5.1 Cold Storage Bid Authorization
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Administration City Administrator/Finance Director Flaherty February 24, 2025
PRESENTER(s) REVIEWED BY: ITEM #:
Administration 5.1 – Cold Storage Facility
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative communication.
X Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and expectations in a
cost-effective manner.
Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff is recommending the City Council authorize a public bid process for the Cold Storage Facility.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
No No
BACKGROUND/JUSTIFICATION:
During 2021 to 2022, the City developed a comprehensive Facility Space Needs Study that evolved into the City Campus –
Phase 1 Project that went through a full architectural design process during 2023. In December 2023, the City Council
decided to defer the proposed projects due to the significant cost providing feedback that the scope of the projects was
too big and that phasing options needed to be reevaluated.
Throughout 2024, City staff held ongoing discussions during the Public Works Subcommittee meetings, where it was
determined that the first phase should focus on the Cold Storage Facility.
City staff has been working with Wold Architects and Engineers (Wold) to finish the design of the Cold Storage Facility,
modifying the original pre-engineered metal framed structure to that of a wood pole framed structure. The revision for
the type of construction was pursued to reduce the estimated cost of the facility while maintaining the desired size and
functionality.
The design of the facility has been completed, and the City has been working with Kraus-Anderson Construction
Companies (K/A) to develop a path for bringing this project to a stage where it would be able to be authorized for a
public bidding process by the City Council in accordance with their preconstruction services contract approved by the City
in October 2024.
The Capital Improvement Plan (CIP) includes funding in the amount of $2,179,885 for construction of the Cold Storage
Facility and related projects. A budget summary of the project is attached outlining the current cost estimate for
construction of the facility and professional services.
The related projects include door access systems, security cameras, and additional fencing and gates to better secure the
existing public works campus. These projects are outside the scope of the facility construction bidding process and would
be quoted separately and presented to the City Council for consideration. Other costs included in the budget summary
include building permit fees and builder’s risk insurance, which would be able to be calculated once the facility cost is
known. Based on discussions with the consultant team, the net budget in the attached summary should be more than
sufficient to complete these items.
The anticipated project bidding schedule is:
- City Council Considers Authorization to Bid: February 24, 2025
- Bid Advertisement: February 25, 2025
- Bid Opening: March 19, 2025
- City Council Considers Bid Award: March 24, 2025
If the Council proceeds with the public bidding process, and considers moving forward with the Cold Storage Facility, an
amendment to the AIA document would be necessary for K/A to provide construction management services for the
duration of the project.
The Public Works Subcommittee was presented with the project drawings, plans and specifications, and proposed
timeline at the February 19, 2025, meeting, and provided direction to proceed with consideration by the City Council.
SUPPORTING DOCUMENTS ATTACHED:
• Budget Summary
• Project Drawing
• Plans and Specifications
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve the Plans and Specifications and order Advertisement for Bids for the Otsego Cold Storage Facility
Project.
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund 414 – Revolving Capital Improvements
Yes
City of Otsego
Capital Project Tracking
Cold Storage Facility
Project Budget Summary
Amount
Revenues
CIP Budget - Fund 414 2,179,885.00
Total Revenues 2,179,885.00
Expenditures
Facility Construction 1,600,000.00
Construction Management
Preconstruction Phase 15,000.00
Construction Phase 110,432.00
Architectural Design 51,500.00
Additional Project Costs
Door Access & Security -
Fencing & Gates -
Building Permit -
Builders Risk Insurance -
Total Expenditures 1,776,932.00
402,953.00 Net
Description
Bolton & Menk, Inc.
3300 Fernbrook Lane North
Suite 300
Plymouth, Minnesota 55447
Tel: 763.544.7129
www.bolton-menk.com
BKBM Engineers, Inc.
6120 Earle Brown Drive, Suite 700
Minneapolis, Minnesota 55430
Tel: 763.843.0420
www.bkbm.com
MECHANICAL ENGINEER
Wold Architects and Engineers
332 Minnesota Street
Suite W2000
Saint Paul, Minnesota 55101
Tel: 651.227.7773
www.woldae.com
ELECTRICAL ENGINEER
Wold Architects and Engineers
332 Minnesota Street
Suite W2000
Saint Paul, Minnesota 55101
Tel: 651.227.7773
www.woldae.com
STRUCTURAL ENGINEER
CIVIL ENGINEER
ARCHITECT
Wold Architects and Engineers
332 Minnesota Street
Suite W2000
Saint Paul, Minnesota 55101
Tel: 651.227.7773
www.woldae.com
CONSTRUCTION MANAGER
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
MN
Set No:
Comm No:2/19/2025 11:29:26 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvtNEW PUBLIC WORKS COLD STORAGE
City of Otsego
Otsego, Minnesota
Central: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvt242209
City of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
ARCHITECTURAL
A1.01 GENERAL - SYMBOLS, ABBREVIATIONS, OPENING
TYPES AND ASSEMBLIES
A2.01 FLOOR PLAN & REFLECTED CEILING PLAN
A3.01 ROOF PLAN
A5.01 EXTERIOR ELEVATIONS & BUILDING SECTIONS
A5.11 WALL SECTIONS
A5.51 DETAILS
A5.52 DETAILS
CIVIL
C0.01 REMOVALS PLAN
C1.01 SITE PLAN
C2.01 EROSION CONTROL PLAN
C3.01 GRADING AND DRAINAGE CONTROL PLAN
C4.01 SITE DETAILS
MECHANICAL
M0.00 MECHANICAL TITLE SHEET
M1.10 MECHANICAL PLANS & SCHEDULES
M2.10 DETAILS & MECHANICAL SPECIFICATIONS
ELECTRICAL
E0.00 ELECTRICAL SYMBOLS & ABBREVIATIONS
E1.00 ELECTRICAL LIGHTING PLAN
E2.00 ELECTRICAL POWER & SYSTEMS PLAN
E3.00 ELECTRICAL DETAILS
GENERAL
G1.01 BUILDING CODE ANALYSIS & LIFE SAFETY PLAN
SHEET INDEX
GENERAL (SURVEY)
SHEET 1 TOPOGRAPHIC SURVEY
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X
41N
Dirt Pile
Dirt Pile
Dirt Pile
Dirt Pile
Dirt Pile
Dirt Pile
3-10"3-10"
1"
8"
6"
6"
6"
6"
6"
6"
RE=913.36
IE(SW)=910.26
CB
W
42
200 SF
STORAGE
86'
86'
S-2
STORAGE
10.PLUMBING FIXTURE COUNT TABLE 2902.1
"S-2" OCCUPANCY
1. OCCUPANTS TOTAL
42
2. FIXTURE RATIO SERVICE SINK
3. FIXTURES REQUIRED 1
4. ACTUAL FIXTURES 0
A.
12.ENERGY CODE
8.
NON-SPRINKLERED
EXIT ENCLOSURES AND ROOMS AND
GROUP EXIT PASSAGEWAYS CORRIDORS ENCLOSED SPACES
S B B C
TABLE 1-A
USE FACTOR S.F./ USE S.F. REQUIRED
PARKING GARAGE 0.001 8,384 8.38
TOTAL RECYCLING SPACE REQUIRED 9 SF
9.
WALL AND CEILING FINISHES TABLE 803.13
RECYCLING SPACE MN CODE 1303.15
C.TRAVEL DISTANCES/ EXIT SYSTEMS
COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = 75 FT.
(TO A POINT WHERE OCCUPANT HAS TWO MEANS OF EGRESS.)
EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2
(TRAVEL DISTANCE TO AN EXIT OR A RATED EXIT SYSTEM.)
OCCUPANCY W/O SPRINKLER
S-2 300
1.
2.
7.MEANS OF EGRESS CHAPTER 10
5.
A. ALLOWABLE HEIGHT AND AREAS
CONST TYPE ALLOWABLE HEIGHT ALLOWABLE NUMBER ALLOWABLE AREA
GROUP TABLE 601 TABLE 504.3 OF STORIES TABLE 506.2
S-2 III-B 55 FT THREE (3) 14,500 SF
6. ALLOWABLE AREA MODIFICATIONS SECTION 506
GENERAL BUILDING HEIGHT AND AREA SECTION 504 / 506
6.
BUILDING No.1
A.
(N/A)
2.
3.
SEPARATIONS TABLE 508.4
(N/A)
MIXED OCCUPANCIES SECTION 508
A.
INCIDENTAL USE AREAS TABLE 509
CODE ANALYSIS (MSBC 2020 / IBC 2018)
NON-SPRINKLERED
CONSTRUCTION TYPE / FIRE RESISTANCE TABLE 601 / 6024.
A.TYPE III-B CONSTRUCTION
BUILDING ELEMENT CONSTRUCTION / ASSEMBLY FIRE RESISTANCE
STRUCTURAL FRAME WOOD FRAMING 0 HR
EXT. NON-BEARING WALLS WOOD FRAMING 0 HR (≥ 30 FT)
FLOOR CONSTRUCTION CIP CONCRETE SLAB ON GRADE 0 HR
ROOF CONSTRUCTION WOOD TRUSSES 0 HR
1. OCCUPANCY CLASSIFICATIONS SECTION 302
GENERAL INFORMATION
A.
RISK CATEGORY SECTION / TABLE 1604.5B.
FACILITY IS UNHEATED
1.
A.
LOCATION:
MUNICIPALITY CITY OF OTSEGO1.
COUNTY WRIGHT COUNTY2.
SECTION 311, STORAGE:GROUP S-2
* MINIMUM DOOR WIDTH TO BE 36" TO ACHIEVE 32" CLEAR WIDTH PER 1010.1.1.
1.
B.EGRESS WIDTH 1005.3.1, 1005.3.2
STAIRS (N/A)
MAIN LEVEL OCCUPANCY 42
A.
OTHER*FACTOR REQUIRED WIDTH DOOR WIDTH # DOORS REQUIRED
.20 8.4" / 32" * 1
B.
A. BUILDING OCCUPANT LOAD TABLE 1004.5
(SEE LIFE SAFETY PLAN)
NOTES:
• PER THE EXCEPTION AT 2902.1, UNOCCUPIED BUILDINGS NEED NOT BE PROVIDED WITH RESTROOM FACILITIES WHERE
APPROVED BY THE BUILDING OFFICIAL. THE PROPOSED STRUCTURE IS TYPICALLY UNOCCUPIED; RESTROOM FACILITIES ARE
PROVIDED IN THE MAIN BUILDING ON THE CAMPUS, WHERE STAFF ARE TYPICALLY LOCATED.
• TABLE 290X, NOTE "h" - DRINKING FOUNTAINS ARE NOT REQUIRED FOR BUILDINGS WITH AN OCCUPANT LOAD LESS THAN 50
ACTUAL AREA
MAIN LEVEL 8,706 GSF
ACTUAL AREA / ALLOWABLE AREA = 8,706 SF / 25,375 SF = 0.343 (≤1.000)
B.
A.SINGLE OCCUPANCY, ONE-STORY BUILDING 506.2.1
1. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGE (If)
a. PERIMETER OF BUILDING (P): 374'
b. BUILDING PERIMETER THAT FRONTS A BUILDING WAY (F): 374'
c. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGE
If = [ F/P - 0.25 ] * W/30
If = [ 374' / 374' - 0.25 ] * 30'/30
If = 0.75
2. GROUP S-2
a. EQUATION 5-1 (506.2.1) :
Aa = At + [ NS * If ]
Aa = 14,500 + [ 14,500 * 0.75 ]
Aa = 25,375 SF
CATEGORY I (S-2 / MINOR STORAGE FACILITY) - LOW HAZARD TO HUMAN LIFE
NOTES: * REQUIRED FIRE-RESISTANCE RATING AT EXTERIOR NON-BEARING WALLS PER TABLE 602,
FIRE SEPARATION DISTANCE IS 30' OR GREATER = 0 HR REQUIRED RATING
*COMMERCIAL MOTOR VEHICLES ARE NOT STORED IN THE BUILDING (DO NOT HAVE A GROSS VEHICLE WEIGHT RATING OF 10,000 POUNDS).
THEREFORE, SPRINKLERS ARE NOT REQUIRED PER 903.2.19, CONDITION 1 WHERE FIRE AREA OF FACILITY IS LESS THAN 12,000 SQUARE FEET.
EFFECTIVE CODE REFERENCES -
STATE OF MINNESOTA
2020 MINNESOTA STATE BUILDING CODE
(MSBC), CHAPTER 1305, WHICH ADOPTS AND
AMENDS THE 2018 INTERNATIONAL BUILDING
CODE (IBC)
2020 MINNESOTA STATE MECHANICAL AND
FUEL GAS CODE, CHAPTER 1346
2020 NATIONAL ELECTRICAL CODE (NEC)
2020 MINNESOTA STATE PLUMBING CODE,
CHAPTER 4714
2020 MINNESOTA STATE FIRE CODE, WHICH
ADOPTS AND AMENDS THE 2018
INTERNATIONAL FIRE CODE
2024 MINNESOTA COMMERCIAL ENERGY
CODE, CHAPTERS 1322 & 1323
2020 MINNESOTA ACCESSIBILITY CODE,
CHAPTER 1341
2020 MINNESOTA ELEVATOR AND RELATED
DEVICES CODE, CHAPTER 1307
##EXIT LOAD
OCCUPANT LOAD
MAIN PATH OF EGRESS
LIFE SAFETY PLAN LEGEND
##
OCCUPANT FACTOR
##
BUILDING No.2
B,S-1,S-2 / TYPE II-B
NO PROPOSED CHANGES TO BUILDING
CONSTRUCTION, OCCUPANCY, OR LAYOUT
BUILDING
No.1
S-2 / TYPE III-B
NEW CONSTRUCTION
SALT
SHED
F
E
D
C
B
A
1 2 3 4 5 6 7 8
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Architect under the laws of the State of Minnesota
Scale:
Date
A 2/19/2025 11:29:27 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
G1.01
BUILDING CODE
ANALYSIS & LIFE
SAFETY PLAN
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JCW
KLS
02/14/2025
242209
02/14/2025
John McNamara
24281
0
3/32" = 1'-0"
LIFE SAFETY PLAN - MAIN LEVEL (LEVEL OF EXIT DISHARGE)F6
8' 16'
CAMPUS PLAN (FOR REFERENCE ONLY)F1
Revisions
Description Date Num
///////////////////////////////////////////////////////////////////////REFER TO SHEET C1.21, SITE PLAN, FOR TREATMENTPROTECT FENCEPROTECT FENCEREFER TO SHEET C1.01, SITE PLAN, FOR TREATMENTREMOVE FENCING INCLUDING POSTS AND FOOTINGSDIRT PILE RELOCATED BY OWNERPROTECT TREES AND VEGETATIONDIRT PILE RELOCATED BY OWNERX X X X X X X X X X X X X X X X X X X X X X X X X X X X X
PROTECT IRRIGATION LINEPROTECT BURIED ELECTRICAL LINEDateRegistration NumberCheck:Drawn:Date:Comm:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofHGFEDCBA12345678109CMNP:\1symbols\162008&162009PavingImprovementTitleBlocks2015-Address_LG_MN-2682926.jpgRevisionsDescriptionDateNumScale:NorthNEW PUBLIC WORKSCOLD STORAGEJGC1"=20'02/14/2025WILLIAM J. DIEDEMINNESOTA3300 FERNBROOK LANE N, SUITE 300PLYMOUTH, MINNESOTA 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comDAR59532PROFESSIONAL ENGINEER13400 90th Street NECity of OtsegoOtsego, Minnesota 5533013400 90th Street NEOtsego, Minnesota 5533002/14/2025242209REMOVALS PLANC0.01////////////LEGENDFENCING REMOVALSPROPERTY LINE1.REFER TO SHEET C3.01 FOR GENERAL NOTES.2.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS,OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN.3.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT ISDAMAGED BY THE WORK, TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.4.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BEALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THECONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITECHARACTERISTICS.5.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BYCONSTRUCTION OPERATIONS.NOTESFEETSCALE0HORZ.2040R
49°6'27"21.16'132.34'X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
9C4.01CONNECT TO EXISTING 6' CHAIN LINK FENCECONNECT TO EXISTING 6' CHAIN LINK FENCEINSTALL POST AS CLOSE ASPOSSIBLE TO BUILDINGINSTALL POST AS CLOSE ASPOSSIBLE TO BUILDING8C4.018C4.017C4.018C4.019C4.01PROPERTY CORNER =BASEPOINT FOR DIMENSIONSBASELINE FOR DIMENSIONS. ALLDIMENSIONS ARE PARALLEL ORPERPENDICULAR UNLESS OTHERWISENOTED.6'CLF6'CLF8C4.01PROPOSED BUILDINGREFER TO ARCHITECTURAL PLANSFOR LAYOUT AND DIMENSIONSCONCRETE SLAB = ALT # 1GRAVEL SURFACE = BASE BID8C4.01DateRegistration NumberCheck:Drawn:Date:Comm:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofHGFEDCBA12345678109CMNP:\1symbols\162008&162009PavingImprovementTitleBlocks2015-Address_LG_MN-2682926.jpgRevisionsDescriptionDateNumScale:NorthNEW PUBLIC WORKSCOLD STORAGEJGC1"=20'02/14/2025WILLIAM J. DIEDEMINNESOTA3300 FERNBROOK LANE N, SUITE 300PLYMOUTH, MINNESOTA 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comDAR59532PROFESSIONAL ENGINEER13400 90th Street NECity of OtsegoOtsego, Minnesota 5533013400 90th Street NEOtsego, Minnesota 5533002/14/2025242209SITE PLANC1.016'CLF1C4.01LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED GRAVEL SURFACEPROSED CONCRETE SLABPROPOSED CHAIN LINK FENCINGFENCING KEY NOTEPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINEBASELINE FOR DIMENSIONS1.REFER TO SHEET C3.01 FOR GENERAL NOTES.2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE A GRAVEL SURFACE,SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SEEDED.4.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF. RE-SEED ALLAPPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPEARCHITECT.NOTES4C4.015C4.017C4.01FEETSCALE0HORZ.2040R
15.1ME15.2ME15.3ME15.5ME15.1ME15.2ME15.1ME15.1ME15.5ME14.8ME14.7ME14.8ME14.6ME14.7ME15.0ME16.216.216.116.216.215.715.6ME16.115.915.915.715.715.915.515.515.715.315.316.216.116.116.216.116.1915916SFSFSFSFSFSF SF SF SF SF SF SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF 1C4.011C4.011C4.012C4.01SB-3SB-4SB-2SB-1X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FFE = 916.2 = ARCH 100'-0"PROPOSED BUILDING1C4.01DateRegistration NumberCheck:Drawn:Date:Comm:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofHGFEDCBA12345678109CMNP:\1symbols\162008&162009PavingImprovementTitleBlocks2015-Address_LG_MN-2682926.jpgRevisionsDescriptionDateNumScale:NorthNEW PUBLIC WORKSCOLD STORAGEJGC1"=20'02/14/2025WILLIAM J. DIEDEMINNESOTA3300 FERNBROOK LANE N, SUITE 300PLYMOUTH, MINNESOTA 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comDAR59532PROFESSIONAL ENGINEER13400 90th Street NECity of OtsegoOtsego, Minnesota 5533013400 90th Street NEOtsego, Minnesota 5533002/14/2025242209EROSION CONTROLPLANC2.01SFSF1C4.01REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME= MATCH EXISTINGPROPOSED GRADING LIMITSPROPOSED SILT FENCEPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINELEGENDNOTES1.REFER TO SHEET C3.01 FOR GENERAL NOTES.2.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ONA DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATEDDIRT AND DEBRIS.3.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.4.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.5.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAMSEDIMENTATION, CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES AS NECESSARY,INCLUDING ASSOCIATED RESTORATION.6.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOWFENCE. DO NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OR OTHERWISEENTER THE DELINEATED AREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDETHE CONSTRUCTION LIMITS TO COMPLY WITH THE MN CONSTRUCTION STORMWATER PERMIT.1C4.012C4.0191515.3915914.12FEETSCALE0HORZ.2040R
15.1ME15.2ME15.3ME15.5ME15.1ME15.2ME15.1ME15.1ME15.5ME14.8ME14.7ME14.8ME14.6ME14.7ME15.0ME16.216.216.116.216.215.715.6ME16.115.915.915.715.715.915.515.515.715.315.316.216.116.116.216.116.1915916SB-3SB-4SB-2SB-1X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
3C4.01>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>INV. = 910.36INV. = 910.36INV. = 910.36INV. = 910.36INV. = 910.36DAYLIGHT DRAINTILE AT INV. = 910.00.PROVIDE RAT GUARD. LAST 20' OFDRAINTILE SHALL BE DIPRIM = 911.0INV: 910.05 6" DTPROPOSED BUILDINGFFE = 916.2 = ARCH 100'-0"5C4.015C4.015C4.016C4.013C4.01MATCH GRADES AT ALL DISTURBEDAREAS OUTSIDE OF GRADING LIMITSDateRegistration NumberCheck:Drawn:Date:Comm:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofHGFEDCBA12345678109CMNP:\1symbols\162008&162009PavingImprovementTitleBlocks2015-Address_LG_MN-2682926.jpgRevisionsDescriptionDateNumScale:NorthNEW PUBLIC WORKSCOLD STORAGEJGC1"=20'02/14/2025WILLIAM J. DIEDEMINNESOTA3300 FERNBROOK LANE N, SUITE 300PLYMOUTH, MINNESOTA 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comDAR59532PROFESSIONAL ENGINEER13400 90th Street NECity of OtsegoOtsego, Minnesota 5533013400 90th Street NEOtsego, Minnesota 5533002/14/2025242209GRADING ANDDRAINAGE ANDUTILITY PLANC3.011C4.01SB-191515.3LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME= MATCH EXISTINGPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING LOCATIONPROPOSED STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2.THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT.3.OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS. SUBMIT A COPY OF ALL PERMITS TO THE CITY.4.INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.5.INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED.6.REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.7.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.8.REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT.9.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILYBASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.10.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.11.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.12.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TOREMAIN.13.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED.14.PROPOSED ELEVATIONS SHOWN TYPICALLY AS 15.1 OR 15 SHALL BE UNDERSTOOD TO MEAN 915.1 OR 915.15.SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING.SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.16.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BEHANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THEDRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL, AS REQUIRED, AT NOADDITIONAL COST TO THE OWNER.17.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED.18.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO RECEIVE GRAVEL SURFACE, SHALLRECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SEEDED. REFER TO SITE PLAN FOR SEED LOCATIONS.19.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SEED ALLAPPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPEARCHITECT.20.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. BEFORE BEGINNINGCONSTRUCTION.GENERAL NOTES915914.12BM # 1.) OTSEGO BM # 274SPIKE IN POWER POLE IN THE NORTHEAST QUADRANTOF 90TH STREET NE AND NASHUA AVENUE NE. Elevation = 914.40 FEET (NAVD 1988)BM # 2.) OTSEGO BM # 276SPIKE IN POWER POLE ON THE NORTH SIDE OF 90THSTREET NE, 750 FEET WEST OF NASHUA AVENUE NE.Elevation = 914.66 FEET (NAVD 1988)BENCHMARKS (FIELD VERIFY BEFORE USING)FEETSCALE0HORZ.2040R
DateRegistration NumberCheck:Drawn:Date:Comm:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofHGFEDCBA12345678109CMNP:\1symbols\162008&162009PavingImprovementTitleBlocks2015-Address_LG_MN-2682926.jpgRevisionsDescriptionDateNumScale:NorthNEW PUBLIC WORKSCOLD STORAGEJGC1"=20'02/14/2025WILLIAM J. DIEDEMINNESOTA3300 FERNBROOK LANE N, SUITE 300PLYMOUTH, MINNESOTA 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comDAR59532PROFESSIONAL ENGINEER13400 90th Street NECity of OtsegoOtsego, Minnesota 5533013400 90th Street NEOtsego, Minnesota 5533002/14/2025242209SITE DETAILSC4.01NOT TO SCALENORMAL USEPOSTS:(IF USED WITHOUTSUPPORT FENCE) WOOD2" SQ. (MIN)@ 4' (MAX)SPACING METAL0.95 lbs/lf (MIN.) @ 6'(MAX) SPACINGDIRECTION OFRUNOFF FLOWNOTE:DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITHHOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES6" MIN.6" MIN.24" MIN. BURY DEPTH (METAL)18" MIN BURY DEPTH (WOOD)30" MIN.1C4.01SILT FENCENOT TO SCALE5' MIN. LENGTH POST (METAL)4' MIN. LENGTH POST (WOOD)SILT FENCE FABRICOVERLAP FABRIC 6" ANDFASTEN @ 2' INTERVALSEXTEND WIRE MESH INTO TRENCHFABRIC ANCHORAGE TRENCH BACKFILLWITH TAMPED NATURAL SOILNATURAL SOILMETAL STAKE ORWOOD POSTOPTIONAL SUPPORTFENCE (WIRE MESH)NOTE:PROVIDE WHERE CONSTRUCTION TRAFFIC ENTERS OR EXITS THE CONSTRUCTION SITE50' MINIMUMAS
REQU
IRED2C4.01ROCK CONSTRUCTION ENTRANCENOT TO SCALEEXISTING PAVEMENT TO REMAINPROPERTY/R.O.W. LINE2" TO 3" WASHED ROCKGEOTEXTILE FABRIC6" MINIMUM THICKNESSFOOTING3"3"3"6"3" MINIMUMUNDER TILEBURRITO WRAP TRENCH AND PEAROCK WITH GEOTEXTILE FABRICPEA ROCK AROUND TILE6" DRAIN TILE - REFER TO PLANFOR INVERT AND LOCATION.3C4.01UNHEATED STRUCTURE SUBBASENOT TO SCALENOTES:1.BOTTOM OF EXCAVATION MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER'SREPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL.4" SLAB AND 6" STABILIZED AGGREGATEBASE - VERIFY WITH ARCHITECTURAL PLANSFINISH FLOORFINISH GRADEPREPARED SUBGRADE5'-0"135'-0"SAND SUBBASEC4.018NOTES:1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRYDENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARDPROCTOR DRY DENSITY.3.INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.DEPTH (VARIES)
6" MIN.
1/8 O.D.
(6" MIN.)
PIPE DIA.4C4.01PIPE BEDDING PVCNOT TO SCALESUBGRADEPIPE BEDDINGBACKFILL ABOVEPIPE BEDDING.REFER TO 31 23 33O.D. + 2' (MAX)NOTE:ATTACH TRACER WIRE WITH BROWN STRIPE TO PIPE AT 3' O.C. WITH PLASTIC ZIP-TIES (OR APPROVED EQUAL).SEWER15"11 12"4"5C4.01CLEANOUT ASSEMBLYNOT TO SCALEMCDONALD 74M "A"SERIES CAST IRON METERPIT FRAME AND COVERFITTING HUB WITH 4"THREADED PLUG. APPLY TEFLONTHREAD TAPE, OR APPROVEDEQUAL, OVER THREADS.FINISH GRADELEAVE 24" OF EXCESS WIREAT SURFACETRACER WIRE24" DIA. x 8" THICK CONCRETESLAB POURED AROUND CASTING(FLUSH WITH FINISH GRADE)REFER TO PLAN FOR INVERT ELEVATION6" DRAIN TILEFLOW6C4.01BACKWATER VALVENOT TO SCALEBACKWATER VALVESOLVENT WELDBACKWATER VALVE TODRAIN TILE6" DRAIN TILE24" DIA. x 8" THICKCONCRETE SLABPOURED AROUNDCASTING (FLUSH WITHFINISH GRADE)BACKWATER VALVE RISERTRACER WIREDAYLIGHT DRAIN TILE -REFER TO PLAN FORLOCATION AND INVERTFITTING HUB WITH 4"THREADED PLUG.APPLY TEFLONTHREAD TAPE, ORAPPROVED EQUAL,OVER THREADS.MCDONALD 74M "A"SERIES CAST IRON METERPIT FRAME AND COVERLEAVE 24" OFEXCESS TRACERWIRE AT SURFACEFINISH GRADE36"10"C4.018CONCRETE SLAB7C4.01NOT TO SCALECAULK AT SURFACE6" STABILIZED AGGREGATE BASE TO BEPLACED BY PAVING CONTRACTORSTRUCTURE8" CONCRETE SLAB6" STABILIZED AGGREGATE BASE TOBE PLACED BY PAVING CONTRACTORTHICKENED SLAB AT ALL SIDESNOT ADJACENT TO STRUCTURECONCRETE FLUSH WITHGRAVELEXPANSION JOINTPREPARED SUBGRADE8'' CONCRETE SLAB8C4.01GRAVEL SURFACENOT TO SCALEGRAVEL SURFACE LIMITAS SHOWN ON PLANFINISH GRADE12" STABILIZED AGGREGATE BASE12" MIN. SUBGRADE PREPARATION6'-0"NOTES:1. END, CORNER, AND PULL POSTS SHALL BE 4"LINE POSTS SHALL BE 278".2. ALL FENCING SHALL RECEIVE 2" x 2" #9GAUGE FABRIC UNLESS NOTED OTHERWISE.3. LINE POSTS MAY BE AIR DRIVEN.4. POST SPACING SHALL BE EVEN AND NOTEXCEED 10' O.C.5. BOTTOM RAIL SHALL BE PLACED NO MORETHAN 2" ABOVE FINISH GRADE.6"CHAIN LINK FENCE9C4.01NOT TO SCALE158" TOP RAILCHAIN LINK FENCE158" BOTTOM RAILFINISH GRADECONCRETE FOOTING 12" x 48"FOR END, CORNER, GATE,AND PULL POSTS
EARTH
CONCRETE
MASONRY/
STONE
METAL
WOOD
INSULATION
EARTH GRANULAR FILL SAND
TERRAZZO TOPPING WIRE MESHCONCRETE/
PRECAST
BRICK MORTAR NETBLOCK
ALUMINUM OTHERFERROUS
FINISHED PLYWOOD PARTICLE BOARDCONSTRUCTION
LUMBER
RIGID SPRAY FOAM GRANULAR LOOSEBATT
CUT STONE
SYMBOLS
METAL STUD WOOD STUD MASONRY
GLAZED OPENING CONCRETE/
PRECAST
PARTITIONS
DEMOLISHED
A102
A102L
8'-8"
C1
A5.2xx
GA2
W1
D2
A4.2xx
DETAIL NO
DRAWING NO
DETAIL NO
DRAWING NO
DETAIL NO
DRWG NO
EXTERIOR WINDOWS
WALL TYPES - INTERIOR
HINGE SIDE
BORROWED LIGHT
DOOR OR WDW SWING
& NO
ROOM NAME
REVISIONS
ELEVATION
NOTES APPLYNOTES, DIMENSIONS &
DETAIL KEYS APPLY FROM
NOTED DETAIL
DETAIL REFERENCE
OPENINGS,
DEPRESSIONS OR AS
NOTED
ELEVATIONS
GRIDS
SECTIONS
A102
3
B1
A4.1xx
SYMBOLS
1
A4.7xx
OFFICE
CEILING HEIGHT
CEILING MATL/ FIN ACT 1/-
ROOM NUMBER
OWNER INFO, AS
NEEDED
EXISTING WALL/ DOOR/
OTHER
A102
OFFICE
OFCOR
DEMOLISHED WALL/ DOOR/
OTHER
C1
A5.1xx
INTERIOR EXTERIOR
MATCHLINE
WALL TYPES - EXTERIOR
WA-01
2 1 L1LOUVER
FLOOR ASSEMBLIES F-CE06
OH
SECTIONAL METAL
OVERHEADAS SCHEDULEDAS SCHEDULED
GL GL GL GL
F
FLUSH
AS SCHED
AS SCHEDULEDFR 1
2"AS SCHED2"2"AS SCHEDULEDOVERALL WIDTH
L14'-0"3'-4"
INTERIOR
INTERIOR
EXTERIOR
PREFINISHED METAL WALL PANEL
THERMAL SPACER
EXTERIOR
WOODEN WALL GIRTS - BY PFWB
• SPACING AS REQUIRED PER PFWB ENGINEER
• ASSUMED DEPTH OF 8.5"
SECTION
PLAN
NOTE:INDICATED DEPTH IS NOMINAL; NOTIFY ARCHITECT WHERE GIRT DEPTH
VARIES FROM THE ASSUMED NOMINAL DEPTH. PFWB SYSTEM ENGINEER IS
RESPONSIBLE FOR SIZING OF FRAMING ELEMENTS
PREFINISHED METAL WALL PANEL
EXTERIOR
PREFINISHED METAL WALL PANEL
THERMAL SPACER
EXTERIOR
STEEL WALL GIRTS - BY PFWB
• SPACING AS REQUIRED PER PFWB ENGINEER
• ASSUMED DEPTH OF 8.5"
SECTION
PLAN
NOTE:INDICATED DEPTH IS NOMINAL; NOTIFY ARCHITECT WHERE GIRT DEPTH
VARIES FROM THE ASSUMED NOMINAL DEPTH. PFWB SYSTEM ENGINEER IS
RESPONSIBLE FOR SIZING OF FRAMING ELEMENTS
EXTERIOR
THERMAL SPACER
PREFINISHED METAL WALL PANEL
EXTERIOR
SECTION
INTERIOR
EXTERIOR
REINFORCED CONCRETE SLAB ON GRADE
• PROVIDE 6" SLAB ON GRADE W/ MICRO FIBER
REINFORCING (MIN. 1.5 POUNDS PER CUBIC
YARD)
• FINISH AS SCHEDULED
UNDERSLAB VAPOR BARRIER
GRANULAR BASE
TOS
INTERIOR
INTERIOR
EXTERIOR
THERMAL SPACER
EXTERIOR
WOODEN PERLINS
• DEPTH & SPACING AS REQUIRED PER
ENGINEER
SECTION - LONGITUDINAL
SECTION - TRASVERSE
METAL PANEL ROOF SYSTEM, AS SPECIFIED
SEE ROOF PLAN FOR
ASSEMBLY SLOPE
F
E
D
C
B
A
1 2 3 4 5 6 7 8
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Architect under the laws of the State of Minnesota
Scale:
Date
A 2/19/2025 11:29:27 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
A1.01
GENERAL -
SYMBOLS,
ABBREVIATIONS,
OPENING TYPES
AND ASSEMBLIES
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JCW
KLS
02/14/2025
242209
02/14/2025
John McNamara
24281
ACT ACOUSTICAL CEILING TILE
ADO AUTOMATIC DOOR OPERATOR
AF ACCESS FLOORING
AFF ABOVE FINISHED FLOOR
AFS AT FINISH SLAB
ALT #_ ALTERNATE NUMBER
ALUM ALUMINUM
AMB AMBULATORY
AP ACCESS PANEL
BLDG BUILDING
BO___ BOTTOM OF ______
BRK BRICK
C BLK CONCRETE BLOCK
CC CUBICAL CURTAIN
CG CORNER GUARD
CH COAT HOOK
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CR CARD READER
CRF CHEMICAL RESISTANT FLOORING
CU CONDENSING UNIT
CUH CABINET UNIT HEATER
CW-__(#) CURTAINWALL TYPE
DEMO DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DN DOWN
DPS DOOR POSITION SWITCH
DS DOWNSPOUT
DTL DETAIL
DWGS DRAWINGS
EA EACH
EDH ELECTRIC HAND DRYER
EJ EXPANSION JOINT
ELEC ELECTRICAL
ELEV ELEVATION
EPDM ETHYLENE PROPYLENE DIENE MONOMER
EQ EQUAL
ABBREVIATIONS
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EWG END WALL GUARD
EXIST EXISTING
EXP EXPOSED
EXT EXTERIOR
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FEP FINISHED END PANEL
FF&E FIXTURES, FURNITURE, & EQUIPMENT
FFE FINISHED FLOOR ELEVATION
FOB FACE OF BRICK
FRP FIBERGLASS REINFORCED PANEL
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GEN GENERAL
GL GLAZING
GRD BLK GROUND FACE CONCRETE BLOCK
GWB GYPSUM BOARD
HB HOSE BIBB
HCAP HANDICAPPED
HD HEAD
HM HOLLOW METAL
HR IMPACT RESISTAND HANDRAILS
HRDBD HARDBOARD
HSD HAND SANITIZER DISPENSER
INFO INFORMATION
INSUL INSULATION
JT JOINT
L-__(#) LOUVER TYPE
LT-__(#) LOCKER
MACH MACHINE
MATL MATERIAL
MAX MAXIMUM
MBD MARKERBOARD
MECH MECHANICAL
MED CAB MEDICAL CABINET
MFR MANUFACTURER
MH MOP/ BROOM HOLDER
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MON MONITOR
MTD MOUNTED
MTL METAL
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NSF NON-SLIP FLOORING
NTS NOT TO SCALE
OC ON CENTER
OD OVERFLOW DRAIN
OFCI OWNER FURNISHED / CONTRACTOR
INSTALLED
OFOI OWNER FURNISHED / OWNER INSTALLED
OH OVERHEAD
OPP OPPOSITE
P LAM PLASTIC LAMINATE
P TILE-__(#) PORCELAIN TILE
PLAS PLASTER
PLYWD PLYWOOD
POL CONC POLISHED CONCRETE
PREV PREVIOUS
PRV POWER ROOF VENTILATOR
PT CONC PAINTED/ SEALED CONCRETE
PT__(#) PAINT
PTD PAPER TOWEL DISPENSER
PTE__(#) PAINT, EPOXY
PTL PRESSURE TREATED LUMBER
PVC POLYVINYL CHLORIDE
Q TILE-__(#) QUARRY TILE
QTZ QUARTZ
R RADIUS
RB RUBBER BASE
RBST RUBBER STAIR TREAD
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFRIGERATOR
REF REFER, REFERENCE
REINF REINFORCING, REINFORCED
REQ'D REQUIRED
RF RESINOUS FLOORING
RFT RUBBER FLOORING
RH RELIEF HOOD
RO ROUGH OPENING
RP RESIN PANEL
RTU ROOF TOP UNIT
RUB RUBBER
RWL RAIN WATER LEADER
S&R SHELF AND ROD
OVERHEAD DOOR TYPES (08 36 00)
HM DOOR & FRAME TYPES (08 11 13)
LOUVER TYPES (08 91 00)
0
1 1/2" = 1'-0"
ASSEMBLY EW-WOOD POST FRAME - METAL PANEL ON WOOD GIRTSD1
1/2' 1'
SAN SANITARY
SB SPLASH BLOCK
SCHED SCHEDULE
SD SOAP DISPENSER
SEC SECTION
SF SQUARE FOOT (FEET)
SF-__(#) STOREFRONT TYPE
SGNL SIGNAL
SHLVG SHELVING
SIM SIMILAR
SMV STONE MASONRY VENEER
SPECS SPECIFICATIONS
SS STAINLESS STEEL
SSF SOLID SURFACE FABRICATION
STD STANDARD
STL STEEL
STN STONE
STRUCT STRUCTURAL
TB TOWEL BAR
TBD TACKBOARD
TEMP TEMPORARY
TO ___ TOP OF ____
TP TOWEL PIN
TPH TOILET PAPER HOLDER
TR TOWEL RING
TT TRAFFIC TOPPING
TYP TYPICAL
UL UNDERWRITER'S LABORATORY
UNO UNLESS NOTED OTHERWISE
UR URINAL
USF URETHANE SLURRY FLOORING
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VIF VERIFY IN FIELD
VTR VENT THROUGH ROOF
W-__(#) WINDOW TYPE
W/ WITH
WB WOOD BASE
WC WATER CLOSET
WD WOOD
WG WALL GUARD
WP-__(#) WALL PROTECTION
WRB WEATHER RESISTIVE BARRIER
WSCT WAINSCOT
WWF WELDED WIRE FABRIC
0
1 1/2" = 1'-0"
ASSEMBLY EW-WOOD POST FRAME - METAL PANEL ON WOOD GIRTSD3
1/2' 1'
MATERIAL FINISH SCHEDULE
Symbol Item Manufacturer Color/Style Comments
09 90 00 Painting and Coating
PT-1 PT 1 - Exterior HM Doors and Frames Sherwin Williams Color: (Match color at Metal Wall Panel - Wainscot)
PT-3 PT 3 - Exterior Rooftop Equipment Sherwin Williams Color: (Match color at Metal Roof Panel)
PT-4 PT 4 - Exterior Misc Metals Sherwin Williams Color: Yellow at bollards; custom to match PFWB Wainscot
PT-5 PT 5 - Interior Misc Metals Sherwin Williams Color: Custom to match PFWB Wainscot
PT-6 PT 6 - Interior Walls & Misc Sherwin Williams Color: N/A
13 34 21 Post Framed Wood Building
Metal Wall Panel - Field PFWB Manufacturer Color: White Sand
Metal Wall Panel - Wainscot PFWB Manufacturer Color: Clay
Metal Wall Panel Trim - Field PFWB Manufacturer Color: (Match color at Metal Wall Panel - Field)
Metal Wall Panel Trim - Accent PFWB Manufacturer Color: (Match color at Metal Wall Panel - Wainscot)
Metal Roof Panel PFWB Manufacturer Color: Antique Brown
Roof Trim, Eave & Rake Trim PFWB Manufacturer Color: (Match color at Metal Roof Panel)
Metal Soffit Panels PFWB Manufacturer Color: (Match color at Metal Roof Panel)
(Other PFWB) PFWB Manufacturer Color: As Specified
0
1 1/2" = 1'-0"
ASSEMBLY F-CExx - CAST-IN-PLACE CONCRETE SLAB ON GRADEF3
1/2' 1'
0
1 1/2" = 1'-0"
ASSEMBLY EW-WOOD POST FRAME - WOOD PANEL ON STEEL GIRTSD5
1/2' 1'
NOTE:COLOR SELECTIONS FOR ITEMS AT SECTION 13 34 21 ARE PRELIMINARY, FINAL COLOR SELECTION IS TO BE BY THE
ARCHITECT FROM THE MANUFACTURER'S FULL RANGE OF STANDARD COLORS. WHERE A MANUFACTURER'S STANDARD COLORS
WILL NOT MEET THE DESIGN INTENT, THE CONTRACTOR IS TO PROVIDE A FINISH FROM THE FULL RANGE OF MANUFACTURER
COLORS OR FINISH COLOR AS REQUIRED TO MEET THE DESIGN INTENT.
TYPE THICKNESS NOTES
F-CE06 6"
Revisions
Description Date Num
E1
A5.01 F1A5.01C1
A5.01
C5A5.0118
01
A L
84'-8"
05
10
14
B O
E5
A5.01
_______
STORAGE
A101
A101A A101M A101CA101B A101N
01
01
02 02
02 02
04
04
08
6'-4" 25'-8"
8"
4'-8" 15'-4"
2'-0"
16'-0"
2'-0"
12'-0"
8"4'-8" 15'-4"
2'-0"16'-0"2'-0"12'-0"
C1
A5.11
_______
F1
A5.11
_______
F4
A5.11
_______
C5
A5.11
_______
F5
A5.11
_______F2
A5.11
_______
K
100'-0"
100'-1 1/4"
100'-0"
100'-1 1/4"
100'-1 1/4"100'-0 1/4"
08EDGE OF OVERHANG ABOVE
100'-0 1/4"
F7
A5.11
_______
02
02
02
02
L1 (ABOVE)
L1 (ABOVE)
JHGFEDC
02
03
04
M N
06
07
08
09
11
12
13
15
16
17
104'-8"6'-4" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-4"
6'-4" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 16'-8" 7'-4" 6'-4"6'-8" 6'-8" 6'-8"102'-8"10'-0"02
08
08
09
103'-8"1'-4 1/2"
10
02
01
2'-0"4'-0"4'-0"5'-8"
06
FLOOR PLAN KEY NOTES:
01 FUTURE CARD READER / ACCESS CONTROL - SEE
ELECTRICAL FOR ROUGH-IN.
02 STEEL PIPE BOLLARD (RE: SECTION 05 50 00). PAINT
YELLOW - SEE DETAIL
03 EXTERIOR CORNER TRIM (RE: SECTION 13 34 21
04 CONCRETE STOOP - SEE DETAIL
05 (NOT USED)
06 PORTABLE FIRE EXTINGUISHER (FE) (RE: SECTION 10
44 00) - SEE ALSO LIFE SAFETY PLAN.
07 EXTERIOR COLUMN PROTECTION, AT WOOD
FRAMING (RE: SECTION 05 50 00)
08 CONCRETE APRON - SEE DETAIL
09 ALTERNATE NO. 1: 6" CONCRETE SLAB WITH MICRO
FIBER REINFORCING (MIN. 1.5 POUNDS PER CUBIC
YARD). BASE BID: GRAVEL, SEE CIVIL.
10 PROVIDE IN SLAB LOOP SENSOR FOR OVERHEAD
DOOR OPERATION.
C5/A5.51
F7/A5.51
D7/A5.51
18
01
A L
05
10
14
B O
E5
A5.01
_______
KJHGFEDC
02
03
04
M N
06
07
08
09
11
12
13
15
16
17
C01 C01
C02 C02
16'-0"
MTL / PREFINISHED
14'-11"
C03
RCP KEY NOTES:
C01 PREFINISHED METAL LINER PANEL BY PFWB
MANUFACTURER. FINAL COLOR SELECTION AS
SELECTED BY ARCHITECT.
C02 SEE MECHANICAL FOR LOCATION OF DIFFUSER.
PROVIDE TRIM BY PFWB MANUFACTURER.
C03 PROVIDE 2' X 2' HINGED ACCESS PANEL FOR
MECHANICAL EQUIPMENT. COORDINATE EXACT
LOCATION WITH MECHANICAL CONTRACTOR.
CEILING MOUNTED
LIGHT FIXTURE
AIR DIFFUSER/EXHAUST GRILLE
RCP LEGEND
FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES FOR
CORRESPONDING ACTUAL DIMENSIONS.
ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.
FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
EXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN
GLAZING SPECIFICATION.)
SEE DRAWING A0.01 FOR DOOR PANEL & FRAME TYPES.
1.
2.
3.
4.
5.
DOOR SCHEDULE GENERAL NOTES
UNLESS OTHERWISE NOTED, FINISH HOLLOW METAL DOORS AND FRAMES PER SECTION 09 91 00; SEE
THE MATERIAL FINISH / COLOR SCHEDULE FOR FINISH COLOR INFORMATION.
A.
DOOR SCHEDULE REMARKS
ACCESS CONTROL (FUTURE) - SEE ELECTRICAL & COORIDNATE WITH OWNER'S
SECURITY VENDOR.
F
E
D
C
B
A
1 2 3 4 5 6 7 8
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Architect under the laws of the State of Minnesota
Scale:
Date
A 2/19/2025 11:29:28 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
A2.01
FLOOR PLAN &
REFLECTED
CEILING PLAN
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JCW
KLS
02/14/2025
242209
02/14/2025
John McNamara
24281
0
1/8" = 1'-0"
FLOOR PLAN - MAIN LEVELD5
6' 12'
CS
PWCH
KEY PLAN (CAMPUS)
S
0
1/8" = 1'-0"
REFLECTED CEILING PLAN - MAIN LEVELD1
6' 12'
RCP GENERAL NOTES
1. FOR DIFFUSER AND RETURN GRILL SIZES, SEE
MECHANICAL PLANS.
2. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL
LIGHTING PLANS.
3. CEILINGS HEIGHTS INDICATED ON PLAN (E.G.
9'-0") ARE FROM FINISHED FLOOR OF LEVEL
OF PLAN SHOWN OR INDICATED AS 109’-0”.
ROOM FINISH SCHEDULE
ROOM NO ROOM NAME FLOOR BASE
N WALL - TYP E WALL S WALL W WALL
REMARKSMATL FIN MATL FIN MATL FIN MATL FIN
A101 STORAGE S. CONC. -- -- -- -- --
DOOR / OPENING SCHEDULE
DOOR NO
DOOR / OPENING LABEL/
RATING
OVERALL
WIDTH
FRAME
GL
MOUNTING CONDITIONS
HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL
A101A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 6" HM -- B6/A5.52 D6/A5.52, F6/A5.52 A3/A5.51 01 A
A101B F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 6" HM -- B6/A5.52 D6/A5.52, F6/A5.52 A3/A5.51 01 A
A101C F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 6" HM -- B6/A5.52 D6/A5.52, F6/A5.52 A3/A5.51 02 A
A101M OH 1 16'-0" 14'-0" ST -- 16'-4" OH -- -- -- B2/A5.52 D2/A5.52 F2/A5.52 --
A101N OH 1 16'-0" 14'-0" ST -- 16'-4" OH -- -- -- B2/A5.52 D2/A5.52 F2/A5.52 --
Revisions
Description Date Num
ROOF PLAN LEGEND
VENT STACK, PIPE OR CONDUIT
SLOPED STRUCTURE
CRICKET FOR POSITIVE DRAINAGE
EQUIPMENT CURB SUPPORTING
PIPING OR CONDUIT. INSTALL
MAXIMUM SPACING OF 6'-0" O.C.
EQUIPMENT CURB AT
MECHANICAL EQUIPMENT
ROOF EXHAUST
18
01
A L
05
10
14
B O
3"/12" SLOPED METAL
ROOF BY PFWB
K
3"/12" SLOPED METAL
ROOF BY PFWB
R01
R03
JHGFEDC
02
03
04
M N
06
07
08
09
11
12
13
15
16
17
B3
A3.01
_______
D3
A3.01
_______
B3
A3.01
_______
R05
R04
R06
R05
R06
ROOF PLAN KEY NOTES:
R01 ROOF SYSTEM RIDGE CAP (RE: SECTION 13 34 21)
R02 SNOW RETENTION SYSTEM (RE: SECTION 13 34 21)
R03 EXHAUST FAN (EF) - SEE MECHANICAL. SEE ALSO
DETAIL
R04 GUTTER
R05 DOWNSPOUT
R06 SPLASHBLOCK, SEE DETAIL F1/A3.01
F3/A3.01
WALL ASSEMBLY:
• (SEE WALL SECTION)
PERLIN AS OCCURS
TRIM
PANEL CLOSURE STRIP
INTERIOR
J-TRIM WITH F-CHANNEL
12
3
ROOF ASSEMBLY:
• (SEE WALL SECTION)
EXTERIOR
WOOD TRUSS AS OCCURS
PANEL CLOSURE STRIP
BO TRUSS
SEE WALL SECTION
VENTED SOFFIT PANEL
TYP
2'-0"
PRIMARY CEILING ASSEMBLY:
• (SEE WALL SECTION)
GRID
RAFTER EXTENSION
FASCIA PERLIN
FASCIA TRIM
BEVELED PERLIN
PANEL CLOSURE STRIP
CURB W/ INTEGRAL FLASHING &
INSULATION - EXTEND ROOFING
MEMBRANE UP UNDER FLASHING
AND SECURE
WOOD BLOCKING
SHEET METAL FLASHING TO
COVER CANT
WOOD BLOCKING AS REQUIRED
ROOF ASSEMBLY:
• (SEE WALL SECTION)
EXHAUST FAN, SEE MECH.
INTERIOR
EXTERIOR
WALL ASSEMBLY:
• (SEE WALL SECTION)
WALL GIRT, AS OCCURS
PERLIN AS OCCURS
EXTERIOR
INTERIOR
(UNCONDITIONED)
ROOF ASSEMBLY:
• (SEE WALL SECTION)
CONTINUOUS PANEL RIB CLOSURE
FASCIA TRIM
GRID
1'-6"
WOOD TRUSS AS OCCURS
BO SOFFIT
VAIRES
J-TRIM WITH F-CHANNEL
SOFFIT PANEL
3 '-0 "
2'-0"4"4"
4 "6"1"3"F
E
D
C
B
A
1 2 3 4 5 6 7 8
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Architect under the laws of the State of Minnesota
Scale:
Date
A 2/19/2025 11:29:29 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
A3.01
ROOF PLAN
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JCW
KLS
02/14/2025
242209
02/14/2025
John McNamara
24281
ROOF PLAN GENERAL NOTES
1. AT MECHANICAL OPENINGS AND CURBS ON ROOF, PROVIDE CRICKETS AS REQUIRED FOR
POSITIVE DRAINAGE OR CUT OPENINGS IN FREE-STANDING CURBS AS AN ALTERNATIVE.
2. MECHANICAL ITEM LOCATIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECHANICAL
DRAWINGS FOR EXTENT OF MECHANICAL EQUIPMENT AND SIZE AND LOCATION OF ALL ROOF
PENETRATIONS.
3. ALL MECHANICAL AND ELECTRICAL ROOFTOP EQUIPMENT, PIPING, CONDUIT, ETC. TO BE PAINTED.
0
1/8" = 1'-0"
ROOF PLAND5
6' 12'
CS
PWCH
KEY PLAN (CAMPUS)
S
0
1 1/2" = 1'-0"
SECTION AT SIDEWALL (EAVE)D3
1/2' 1'
0
3" = 1'-0"
EXHAUST FAN DETAIL AT ROOFF3
3" 6"
0
1 1/2" = 1'-0"
SECTION AT GABLE (ENDWALL)B3
1/2' 1'
0
1" = 1'-0"
CONCRETE SPLASHBLOCKF1
9"1'-6"
Revisions
Description Date Num
BASEML
100'-0"
A LB O
EAVE HT
116'-0"
K
08.02 08.0126.02
08.59
08.1113.22 13.1113.11 13.11 13.22 13.1105.9505.95 13.22
26.02
OPEN TO
BEYOND
13.2213.21 03.11 03.1103.11
13.33
13.33
13.11 13.21
WAINSCOT
103'-6"
A101M
A101A
L1
JHGFEDC M N
12
3
GUTTER
DOWNSPOUT
BASEML
100'-0"
ALBO
EAVE HT
116'-0"
K
08.02 08.0108.11 26.0213.1113.11 13.22
08.59 06.05
13.11 13.22 13.1105.9505.9513.2213.21
26.0213.31
13.22 13.22 13.2103.11 03.11
WAINSCOT
103'-6"A101B
A101N
L1
J H G F E D CMN
12
3
GUTTER
DOWNSPOUT
BASEML
100'-0"
18 01051014
E5
A5.01
_______
EAVE HT
116'-0"
13.11 08.02 26.02 05.9505.9513.11 05.95 13.1113.22 13.22 13.2113.1113.2213.11 03.1103.11 13.1113.11 13.2205.95 13.2203.11 13.11
13.31
WAINSCOT
103'-6"A101C
02030406070809111213151617
GUTTER
DOWNSPOUT DOWNSPOUT
BASEML
100'-0"
1801051014
E5
A5.01
_______
EAVE HT
116'-0"
13.1213.22 13.11 13.22 13.2113.2213.21 03.11
WAINSCOT
103'-6"
02 03 04 06 07 08 09 11 12 13 15 16 17
SEE STRUCT
TO FOOTING
BASEML
100'-0"
A LB O
EAVE HT
116'-0"
K
13.11 13.22 13.11 13.22 13.2103.11
WAINSCOT
103'-6"A101B
A101N
JHGFEDC M N
12
3
C1
A5.01
E1
A5.01
C5
A5.01
F1
A5.01
E5
A5.01
0
1/8" = 1'-0"
SOUTH ELEVATIONE1
6' 12'
0
1/8" = 1'-0"
NORTH ELEVATIONC1
6' 12'
F
E
D
C
B
A
1 2 3 4 5 6 7 8
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Architect under the laws of the State of Minnesota
Scale:
Date
A 2/19/2025 11:29:33 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
A5.01
EXTERIOR
ELEVATIONS &
BUILDING
SECTIONS
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JCW
KLS
02/14/2025
242209
02/14/2025
John McNamara
24281
MATERIALS KEY
KEY MATERIAL
03.11 CAST-IN-PLACE CONCRETE FOUNDATION WALL (03 30 00)
05.95 STEEL PIPE BOLLARD (05 50 00)
06.05 DIMENSIONAL LUMBER
08.01 HOLLOW METAL FRAME (08 11 13)
08.02 HOLLOW METAL DOOR (08 11 13)
08.11 SECTIONAL METAL OVERHEAD DOOR (08 36 00)
08.59 PREFINISHED METAL LOUVER (08 91 00)
13.11 PREFINISHED METAL WALL PANEL - FIELD (13 34 19)
13.12 PREFINISHED METAL WALL PANEL - WAINSCOT (13 34 19)
13.21 PREFINISHED EXTERIOR METAL TRIM - FIELD (13 34 19)
13.22 PREFINISHED EXTERIOR METAL TRIM - WAINSCOT (13 34 19)
13.31 PREFINISHED METAL ROOF (13 34 19)
13.33 PREFINISHED RAKE & EAVE TRIM (13 34 19)
26.02 EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL
0
1/8" = 1'-0"
EAST ELEVATIONF1
6' 12'
0
1/8" = 1'-0"
WEST ELEVATIONC5
6' 12'
0
1/8" = 1'-0"
BUILDING SECTIONE5
6' 12'
0
EXTERIOR AXONOMETRIC - NORTHWEST (FOR REFERENCE ONLY)B3
0
EXTERIOR AXONOMETRIC - SOUTHEAST (FOR REFERENCE ONLY)B1
Revisions
Description Date Num
SEE STRUCT
TO FOOTING
BASEML
100'-0"
EAVE HT
116'-0"
EXTERIORINTERIOR
PRECAST CONCRETE FOOTING
AS OCCURS
_______D3
A3.01
_______F5
A5.51E-PFWB-AALTERNATE NO. 1: 6" CONCRETE
SLAB WITH MICRO FIBER
REINFORCING (MIN. 1.5 POUNDS
PER CUBIC YARD). BASE BID:
GRAVEL, SEE CIVIL.
F-CE06
ROOF ASSEMBLY: RF-A
WAINSCOT
103'-6"12'-6"3'-6"POST AS OCCURS
SEE STRUCT
TO FOOTING
BASEML
100'-0"
EAVE HT
116'-0"
EXTERIORINTERIOR
WALL-MOUNTED LIGHTING AS
OCCURS - SEE ELECTRICAL
FOUNDATION
HOLLOW METAL (HM) DOOR & FRAME
AS OCCUR - SEE PLAN
_______D3
A3.01
_______B5
A5.52
AS SCHEDULED16'-0"NOTE:COORDINATE BASE ELEVATION
OF DOOR WITH ELEVATION AT
ADJACENT SLOPED FLOOR - SEE PLAN
F-CE06 E-PFWB-AROOF ASSEMBLY: RF-A
ALTERNATE NO. 1: 6" CONCRETE
SLAB WITH MICRO FIBER
REINFORCING (MIN. 1.5 POUNDS
PER CUBIC YARD). BASE BID:
GRAVEL, SEE CIVIL.
SEE STRUCT
TO FOOTING
BASEML
100'-0"
EXTERIORINTERIOR
_______F5
A5.51E-PFWB-A_______B3
A3.01
GRADE AS OCCURS -
SEE CIVIL19'-10 3/8"3'-6"F-CE06
ROOF ASSEMBLY: RF-A
WAINSCOT
103'-6"
PRECAST CONCRETE
FOOTING AS OCCURS
POST AS OCCURS
SEE STRUCT
TO FOOTING
BASEML
100'-0"
EXTERIORINTERIOR
_______D7
A5.51
_______B2
A5.52
SECTIONAL METAL
OVERHEAD DOOR AS
OCCURS - SEE PLAN
CONCRETE APRON
PAVING AS OCCURS -
SEE CIVIL
WALL-MOUNTED
LIGHTING AS OCCURS -
SEE ELECTRICALE-PFWB-AAS SCHEDULEDVARIES_______B3
A3.01
FOUNDATION
F-CE06
ROOF ASSEMBLY: RF-A
SEE STRUCT
TO FOOTING
BASEML
100'-0"
EAVE HT
116'-0"
EXTERIORINTERIOR
8" 2'-10" 12'-6"E-PFWB-A_______F5
A5.51
_______B3
A3.01
GRADE AS OCCURS -
SEE CIVIL
F-CE06
ROOF ASSEMBLY: RF-A
WAINSCOT
103'-6"
PRECAST CONCRETE
FOOTING AS OCCURS
POST AS OCCURS
SEE STRUCT
TO FOOTING
BASEML
100'-0"
EXTERIORINTERIOR
_______B5
A5.52
_______B7
A5.52
_______F7
A5.52
WALL-MOUNTED
LIGHTING AS OCCURS -
SEE ELECTRICAL
HOLLOW METAL (HM)
DOOR & FRAME AS
OCCUR - SEE PLAN
PREFINISHED
ALUMINUM LOUVER AS
OCCURS - SEE PLAN
TOW
VARIESVAREIS4'-0"10'-0"AS SCHEDULEDCONCRETE STOOP
_______F7
A5.51E-PFWB-A_______B3
A3.01
F-CE06
ROOF ASSEMBLY: RF-A
SEE STRUCT
TO FOOTING
BASEML
100'-0"
EXTERIOREXTERIORE-PFWB-AGRADE AS OCCURS -
SEE CIVIL
GRADE AS OCCURS -
SEE CIVIL15'-5 1/4"3'-6"WAINSCOT
103'-6"
_______B3
A3.01
ROOF ASSEMBLY: RF-A
PRECAST CONCRETE
FOOTING AS OCCURS
POST AS OCCURS
SECTION
PLAN
EXTERIOR
INTERIOR
INTERIOREXTERIOR
PREFINISHED METAL SIDING
BUILDING WRAP
EXTERIOR WOOD GIRT
FINISH AS SCHEDULED
GLUE-LAMINATED DIMENSIONAL LUMBER POST
(SIZE AS DETERMINED BY BUILDING SYSTEM
STRUCTURAL ENGINEER)
INTERIOR WOOD GIRT
PREFINISHED METAL SIDING
BUILDING WRAP
EXTERIOR WOOD GIRT
FINISH AS SCHEDULED
GLUE-LAMINATED DIMENSIONAL
LUMBER POST - SIZE AS REQUIRED
INTERIOR WOOD GIRT
EXTERIOR BATT INSULATIONTO R-20 MIN (U-0.05)
F
E
D
C
B
A
1 2 3 4 5 6 7 8
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Architect under the laws of the State of Minnesota
Scale:
Date
A 2/19/2025 11:29:34 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
A5.11
WALL SECTIONS
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JCW
KLS
02/14/2025
242209
02/14/2025
John McNamara
24281
0
3/8" = 1'-0"
SECTION AT CANOPYC1
2' 4'
0
3/8" = 1'-0"
SECTION AT CANOPY AND DOORC5
2' 4'
0
3/8" = 1'-0"
SECTION AT ENDWALLF2
2' 4'
0
3/8" = 1'-0"
SECTION AT OVERHEAD DOORF4
2' 4'
0
3/8" = 1'-0"
SECTION AT SIDEWALL (WEST)F1
2' 4'
0
3/8" = 1'-0"
SECTION AT WALK DOORF5
2' 4'
0
3/8" = 1'-0"
SECTION AT SCREEN WALLF7
2' 4'
NOTE:SEE DRAWING A1.01 FOR EXTERIOR
ASSEMBLIES
0
1 1/2" = 1'-0"
WALL ASSEMBLY EW-001C7
1/2' 1'
Revisions
Description Date Num
EXTERIOR FINISH MATERIAL (I.E., METAL PANEL)
SEALANT AND BACKER ROD ON ALL SIDES
MECHANICAL DEVICE PENETRATING EXTERIOR ENVELOPE
(I.E., HOSE BIB, SPRINKLER DRAIN, SIAMESE, OVERFLOW
SCUPPER, TEMPERATURE CONTROL SENSOR)
NOTE: DETAIL APPLIES TO MISCELLANEOUS ARCHITECTURAL
ITEMS (I.E., KEY BOXES) 1/4" MINEXTERIOR FINISH MATERIAL (I.E., METAL PANEL)
SEALANT AND BACKER ROD ON ALL SIDES
ELECTRICAL BOX
ELECTRICAL DEVICE COVER PENETRATING EXTERIOR
ENVELOPE (I.E., RECEPTACLE, LIGHT FIXTURE, FIRE
HORN, SPEAKER, CARD READER, HANDICAP DOOR
BUTTON, SECURITY CAMERA) 1/4" MINSIZE VARIES FROM: GALVANIZED TS 2" x 2" x
3/16" TO TS 10" x 10" x 3/16", WELD TO PLATE.
CONTRACTOR TO VERIFY SIZE REQUIRED -
THE TUBE IS TO BE SIZED BY MECH OR ELEC
GALVANIZED 1/8" STEEL PLATE
PIPE INSULATION
FLASHING COLLAR
SEALANT BETWEEN PIPE/CONDUIT
AND COLLAR AND PIPE, SEE MECHANICAL;
CONDUIT, SEE ELECTRICAL
SEALANT AROUND ENTIRE COLLAR
SEAL STEEL PLATE TO SHEATHING
WITH FLEXIBLE FLASHING ALL SIDES
WALL ASSEMBLY:
• (SEE WALL SECTION)
EXTERIORINTERIOR
C3
A5.51
_______
PIPE OR CONDUIT PENETRATION
REINFORCED CONCRETE SLAB ON GRADE
PIPE BOOT SEALED TO CONDUIT / PIPE AND
VAPOR BARRIER
VAPOR BARRIER ON AGGREGATE BASE
REINFORCED CONCRETE SLAB ON GRADE
TERMINATE VAPOR BARRIER AT WALL UNDER
TERMINATION BAR AND WITH MASTIC AT TOP
VAPOR BARRIER
BOND BREAKER
CONTINUOUS SEALANT
SPLASH PLANK
MULTIPLE CONDUIT OR PIPE PENETRATIONS
AS OCCUR
GRANULAR BENTONITE - 1" THICK. PRE-MOISTEN
BEFORE POURING CONCRETE. TAKE CARE IN
POURING CONCRETE OVER BENTONITE, AS TO
NOT DISTURB IT.
VAPOR BARRIER ON AGGREGATE BASE
REINFORCED CONCRETE SLAB ON GRADE
OVERLAP BENTONITE & VAPOR BARRIER 4" MIN,
ALL SIDES
4" MIN
EXCAVATE AND BACKFILL
WITH GRANULAR MATERIAL
2" RIGID WALL INSULATION
(CRUSHABLE BY FROST)
PAVING AS OCCURS - SEE CIVIL
4" CONCRETE SLAB - SLOPE AWAY
FROM BUILDING AT 1/8" PER FOOT
METAL THRESHOLD, SET IN SEALANT
DOOR & FRAME AS OCCUR - SEE
PLAN
SEE PLAN
4'-0" TYPICAL
_______A5
A5.51
MIN.4'-0"#4@12"OC EACH WAY BOTTOM, 1
1/2" CLEAR COVER
2-#5 CONT. IN THICKENED SLAB
EDGE, (3 SIDES)
18" DIA. DRILLED PIER W/6-#5
VERTS AND #3 TIES @10"OC.
ONE PIER AT EACH CORNER
OF STOOP SLAB.
4-#4X3'-0" DOWELS AT EACH PIER,
EQUAL LEGS TYP.
4-#4X3'-0" DOWELS AT EACH PIER,
EQUAL LEGS TYP.
SET IN CONCRETE
FILL PIPE SOLID WITH CONCRETE
PITCH SLAB / PAVING 1/4" PER FOOT AWAY FROM BOLLARD
TOP OF SLAB, PAVING OR FINISHED GRADE AS OCCURS
GALVANIZED 6" DIAMETER STEEL PIPE
4" MIN.3'-8" 3'-6"
8"
EQ EQ
PIPE BOLLARD COVER (BY 05 50 00)2"PAINT EXPOSED STEEL AS SCHEDULED
BASE CHANNEL BY PFWB MFR
TAPE MASTIC
SLAB ON GRADE
EXTERIOR
WALL ASSEMBLY:E-PFWB-AINTERIOR
PFWB POSTS BEYOND
WALL ASSEMBLY:E-PFWB-A
EXTERIORINTERIOR
BASEML
100'-0"
NOTES APPLY
A5.51
A7
BASE CHANNEL BY PFWB MFR
FLOOR ASSEMBLY:(SEE WALL SECTION)
DRILLED PIERS SPACED 6'-0" OC.
SEE DETAIL F7/15.51 FOR
REQUIREMENTS
PAVING AS OCCURS - SEE CIVIL
CONCRETE APRON- PROVIDE #4
@12"OC EACH WAY CENTER IN
SLAB.
DOOR & FRAME AS OCCUR - SEE
PLAN
SEE PLAN
PROVIDE #4X3'-0" DWLS CENTER
ON JOINT
PLACE APRON SLAB ON MIN. 6'-0"
FREE DRAINING GRANULAR FILL
MATERIAL.
SEALANT AND BACKER ROD
METAL THRESHOLD - SET IN SEALANT
DOOR AS SCHEDULED
KICK PLATE AS OCCURS - SEE HARDWARE GROUP
LINE OF FRAME BEYOND
1" PERIMETER INSULATION
SLOPE BLOCKING AT SILL 1":12" MINIMUM INSTALL FLASHING TAPE AT SILL INSTALL FLASHING TAPE AT JAMB(S),
LAPPED OVER FLASHING TAPE AT
SILL
INSTALL FLASHING TAPE AT HEAD,
LAPPED OVER FLASHING TAPE AT
JAMB(S)
SUPPLY SHIMS AT SILL; USE NARROW
ENDS OF SHIM(S) AT SILL FACE
INSTALL WINDOW, LOUVER, OTHER
AS OCCURS
INSTALL FLASHING TAPE AT JAMB(S)INSTALL FLASHING TAPE AT HEAD,
LAPPED OVER FLASHING TAPE AT
JAMB(S)
LAP BUILDING WRAP OVER FLASHING
TAPE AT HEAD
INSTALL BUILDING WRAP
F
E
D
C
B
A
1 2 3 4 5 6 7 8
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Architect under the laws of the State of Minnesota
Scale:
Date
A 2/19/2025 11:29:35 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
A5.51
DETAILS
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JCW
KLS
02/14/2025
242209
02/14/2025
John McNamara
24281
0
6" = 1'-0"
SECTION AT TYP MECH DEVICED3
1.5" 3"
0
6" = 1'-0"
SECTION AT TYP ELEC DEVICEE3
1.5" 3"
0
1 1/2" = 1'-0"
COLLAR DETAILC3
1/2' 1'
0
1 1/2" = 1'-0"
PIPE OR CONDUIT PENETRATIONB3
1/2' 1'
0
6" = 1'-0"
SECONDARY ENTRY & EXIT DOOR THRESHOLDA5
1.5" 3"
0
3" = 1'-0"
VAPOR BARRIER AT SINGLE PENETRATIONB7
3" 6"
0
3" = 1'-0"
SLAB ON GRADE VAPOR BARRIERA7
3" 6"
0
3" = 1'-0"
VAPOR BARRIER AT MULTIPLE PENETRATIONSC7
3" 6"
0
3/4" = 1'-0"
SECTION AT CONCRETE STOOP, TYPICALF7
1' 2'
0
1/2" = 1'-0"
BOLLARD DETAILC5
1'-6" 3'
0
3" = 1'-0"
METAL PANEL SILL DETAILD5
3" 6"
0
1 1/2" = 1'-0"
FOUNDATION DETAILF5
1/2' 1'
0
3/4" = 1'-0"
SECTION AT CONCRETE APRON, TYPICALD7
1' 2'
NOTE:SEE DRAWING A1.01 FOR EXTERIOR
ASSEMBLIES
0
1/2" = 1'-0"
TYPICAL OPENING FLASHING SEQUENCEB1
1/2' 1'
Revisions
Description Date Num
DOOR AS SCHEDULED
J TRIM AT JAMB BEYOND
EXTERIORINTERIOR
SIDING J-TRIM
NOTE: SEE OPENING SCHEDULE FOR FRAME DEPTH
DOOR HEADER & BLOCKING
HOLLOW METAL FRAME - FILL SOLID W/
SPRAY FOAM INSULATION
WALL ASSEMBLY:
• (SEE WALL SECTION)
• FINISH AS SCHEDULED
CLOSURE STRIP
LINER PANEL J-TRIM
WALL GIRT, AS OCCURS
SEALANT (EACH SIDE)
OVERHEAD (OH) DOOR AND TRACK AS
SCHEDULED - TRACK AND ANCHOR PER MFR - SET
TRACK TO LIFT DOOR AS HIGH AS POSSIBLE.
COORDINATE WITH MECHANICAL, AND ELECTRICAL.
WEATHERSTRIP BY OH DOOR CONTRACTOR
OH DOOR TRACK BEYOND, AS OCCURS
EXTERIORINTERIOR
TRIM OR FLASHING BY PEMB MFR
DOOR HEADER - SIZE AS
DETERMINED BY BUILDING
SYSTEM STRUCTURAL ENGINEER
WALL ASSEMBLY:
• (SEE WALL SECTION)
18 GA FLAT SHEET METAL -
PREFINISHED TO MATCH
INTERIOR LINER PANEL
PROVIDE BLOCKING AT
REQUIRED BEHIND SHEET METAL
BIRD SCREEN
ALUMINUM LOUVER
CONT 12 GA CAVITY SEALING SLEEVE AT JAMBS
& SILLS BY MECH EXTEND 4" PAST INT WALL
FACE - INSTALL BEFORE LOUVER. SEAL TO
HEADER W/ SEALANT. CONNECT DUCTWORK TO
SLEEVE
J-TRIM AT JAMB BEYOND
EXTERIORINTERIOR
CONT 12 GA CAVITY SEALING SLEEVE
AT JAMBS & SILLS BY MECH EXTEND
4" PAST INT WALL FACE - INSTALL
BEFORE LOUVER. SEAL TO HEADER
W/ SEALANT. CONNECT DUCTWORK
TO SLEEVE
WALL ASSEMBLY:
• (SEE WALL SECTION)
• FINISH AS SCHEDULED
HEADER BY PFWB MFR
J-TRIM BY PEMB MFR
JAMB BY PFWB MFR
EXTERIOR
INTERIOR
DOOR AS SCHEDULED
HOLLOW METAL (HM) FRAME - FILL SOLID WITH
EXPANDING FOAM INSULATION
TRIM OR FLASHING BY PEMB MFR
WALL ASSEMBLY:E-PFWB-A
ANCHOR AS OCCURS
CONTINUOUS SEALANT & BACKER ROD, EACH SIDE
SIDING J-TRIM
SEALANT (EACH SIDE)
SEALANT FOR EXPANSION JOINT, AS OCCURS
OVERHEAD (OH) DOOR AS SCHEDULED
CONCRETE APRON AS OCCURS
EXTERIORINTERIOR
WEATHERSTRIP BY OH DOOR CONTRACTOR
FLOOR ASSEMBLY:
• SEE WALL SECTION
FOUNDATION AS OCCURS
OH DOOR TRACK BEYOND, AS OCCURS
OVERHEAD (OH) DOOR BOTTOM GASKET
ALUMINUM LOUVER
BIRD SCREEN
CONT 12 GAUGE CAVITY SEALING
SLEEVE - SEE NOTE ABOVE
SEALANT & BACKER ROD W/ WEEP
HOLES, EACH SIDE
EXTERIORINTERIOR
SIDING J-TRIM
ANCHOR SILL AT 24" OC (2 MINIMUM)
WALL ASSEMBLY:
• (SEE WALL SECTION)
SEALANT
J-TRIM
BIRD SCREEN
ALUMINUM LOUVER
CONT 12 GA CAVITY SEALING SLEEVE
AT JAMBS & SILLS BY MECH EXTEND
4" PAST INT WALL FACE - INSTALL
BEFORE LOUVER. SEAL TO JAMB W/
SEALANT, CONNECT DUCTWORK TO
SLEEVE
SEALANT & BACKER ROD
J-TRIM BY PFWB MFR
JAMB BY PFWB MFR
EXTERIOR
INTERIOR
JAMB TRIM OR FLASHING BY
PFWB MFR
WALL ASSEMBLY:E-PFWB-A
SEALANT
FLEXIBLE FLASHING J-TRIM BY PFWB MFR
DOOR JAMB BY PEMB MFR
JAMB TRIM OR FLASHING BY
PFWB MFR
SEALANT
WEATHERSTRIP BY OH DOOR CONTRACTOR
1/2" EXPANSION JOINT MATERIAL BELOW AS
OCCURS
WALL ASSEMBLY:
• (SEE WALL SECTION)
• FINISH AS SCHEDULED
EXTERIOR
INTERIOR
20 GAUGE (GA) PREFINISHED METAL
FLASHING AT WOOD BLOCKING COMPLETE
CONTINUOUS WOOD BLOCKING
OVERHEAD (OH) DOOR AS SCHEDULED
TRACK AND ANCHOR PER OH DOOR
MANUFACTURER
NOTE:BOLLARD AS OCCURS AT EXTERIOR
POST AS OCCURS
F
E
D
C
B
A
1 2 3 4 5 6 7 8
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Architect under the laws of the State of Minnesota
Scale:
Date
A 2/19/2025 11:29:36 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvt3" = 1'-0"Central: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
A5.52
DETAILS
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JCW
KLS
02/14/2025
242209
02/14/2025
John McNamara
24281
0
3" = 1'-0"
HEAD AT EXTERIOR HMB5
3" 6"
0
3" = 1'-0"
HEAD AT EXTERIOR OH DOORB2
3" 6"
0
3" = 1'-0"
HEAD AT LOUVERB7
3" 6"
0
3" = 1'-0"
JAMB AT EXTERIOR HMD5
3" 6"
0
3" = 1'-0"
SILL AT EXTERIOR OH DOORF2
3" 6"
0
3" = 1'-0"
SILL AT LOUVERF7
3" 6"
0
3" = 1'-0"
JAMB AT LOUVERD7
3" 6"
0
3" = 1'-0"
JAMB AT EXTERIOR OH DOORD2
3" 6"
NOTE:SEE DRAWING A1.01 FOR EXTERIOR
ASSEMBLIES
Revisions
Description Date Num
F/S
S
F
S
MANUAL VOLUME DAMPER
CONNECT TO EXISTING
OUTSIDE AIR ELBOW UP
OUTSIDE AIR ELBOW DOWN
RETURN/EXHAUST ELBOW DOWN
RETURN/EXHAUST ELBOW UP
FIRE/SMOKE DAMPER
FIRE DAMPER
RETURN AIR FLOW
SMOKE DAMPER
SUPPLY AIR FLOW
SUPPLY DUCT ELBOW UP
SUPPLY DUCT ELBOW DOWN
TEE CONNECTION DOWN
FINNED TUBE RADIATION
SHOCK ABSORBER
FLOOR DRAIN
TEE CONNECTION UP
PIPING CONNECTION
CAPPED PIPE
FLEXIBLE CONNECTION
DIRECTION OF FLOW
CONCENTRIC REDUCER
ECCENTRIC REDUCER
STEAM TRAP ASSEMBLY
ELBOW DOWN
ELBOW UP
PIPING GUIDE
PIPING ANCHOR
EXPANSION JOINT
SUPPLY DIFFUSER TAKE-OFF
W/ VOLUME DAMPER, MAXIMUM
FLEX DUCT LENGTH 5'-0"
LONG RADIUS DUCT ELBOW
ELBOW W/ TURNING VANES
SUPPLY AIR REGISTER
SUPPLY AIR DIFFUSER
RETURN/EXHAUST AIR
REGISTER/GRILLE
ACCESS PANEL
DUCT SMOKE DETECTOR
MOTORIZED O.B. DAMPER
LUBRICATED PLUG GAS COCK
CLEANOUT
FLOOR CLEANOUT
BALANCING VALVE
HOSE BIBB
WALL HYDRANT
SOLENOID VALVE
PRESSURE OR PRESSURE/
TEMPERATURE RELIEF VALVE
PRESSURE REDUCING VALVE
ANGLE VALVE
CHECK VALVE
SHUTOFF VALVE
THERMOMETER
PRESSURE GAGE
AIR VENT
STRAINER
MECHANICAL SYMBOLS
TWO WAY TEMPERATURE
CONTROL VALVE
THREE WAY TEMPERATURE
CONTROL VALVE
UNION
EXHAUST, TRANSFER & RETURN REGISTERS & GRILLES
AIR FLOW (CFM)
TYPE
SIZE
AIR FLOW (CFM)
TYPE (24x12)
250
12x8
A
A
RETURN GRILLE
SUPPLY REGISTER OR GRILLE
LINEAR SUPPLY DIFFUSER
TYPE (24x24)
TYPE
SIZE
AIR FLOW (CFM)
A
A
250
12x8
TYPE
FACE SIZE & NECK DIA.
AIR FLOW (CFM)
4-2-10
250
A
2408
800
A
LENGTH IN FT,
NUMBER OF SLOTS &
NECK DIA.
AIR FLOW (CFM)
TYPE
SUPPLY DIFFUSER
AIR DEVICE TAGS:
FACE SIZE &
NECK DIA.
TYPE
2408
250
A
M
RPZ VALVE
BACKFLOW PREVENTOR
TYPE A
FACE SIZE
NECK DIA.
AIRFLOW (CFM)
24X12
08
250
R RADIATION DAMPER
THERMOSTATT
OVERFLOW ROOF DRAIN
SOFT COLD WATER
REVOLUTIONS/MINUTE
PRESSURE DROP
LEAVING AIR TEMPERATURE
LEAVING WATER TEMPERATURE
PLUMBING FIXTURE NUMBER
VENT THROUGH ROOF
WALL HYDRANT
HARD COLD WATER
OPPOSED BLADE DAMPER
PRESSURE AND THERMOSTATIC
STATIC PRESSURE
TEMPERATURE DIFFERENCE
BLDG BUILDING HW HOT WATER
W/ WITHFTR FINNED TUBE RADIATION
GPM
GEN GENERAL
GALLONS/MINUTE WH
WB WET BULB
CIRCULATING HOT WATER
SQUARE FEET RADIATION
ENTERING AIR TEMPERATURE
ENTERING WATER TEMPERATURE
FLOAT AND THERMOSTATIC
DEGREES FAHRENHEIT
EAT
FD
FLR
FH
FLA
F & T
EXIST
F
ELEC
EWT
ELEV
EXH
EFF
EDR
EL
FIRE HYDRANT
FLOOR DRAIN
EXISTING
FULL LOAD AMPS
FLOOR
EFFICIENCY
ELECTRICAL
ELEVATION
EXHAUST
ELBOW
DB
DIFF
DEG
DIA
CW
CONCR
CONTR
CFM
CLG
CO
CHW
BTWN
BSMT
CB
COLD WATER
DIFFUSER
CONTRACTOR
CONCRETE
DRY BULB
DIAMETER
DEGREE
BASEMENT
CLEANOUT
CATCH BASIN
CUBIC FEET/MINUTE
CEILING
BETWEEN
P & T
SHT
REQ'D
PLBG
SCW
RD
REG
VTR
PD
RPM
QUAN
TD
SP
RA
SA
SHEET
SUPPLY AIR
REQUIRED
PLUMBING
QUANTITY
REGISTER
ROOF DRAIN
RETURN AIR
ORD
NTS
P-#
LWT
LAT
MIN
MAX
KW
INV
MH
MBH
OBD
OA
MECH
NOT TO SCALE
MINIMUM
OUTSIDE AIR
MANHOLE
MAXIMUM
MECHANICAL
1000 BTU
INVERT
KILOWATT
MECHANICAL ABBREVIATIONS
AS HIGH AS POSSIBLE
ABOVE FINISHED FLOOR
BELOW FINISHED FLOOR
AHAP
AFF
BFF
AD AREA DRAIN
HB
GR
HCW
HP
GRILLE
HOSE BIBB
HORSE POWER
HT
S
EXTERIOR HYDRONIC SUPPLY PIPING
INTERIOR HYDRONIC SUPPLY PIPING
CAMPUS CHILLED WATER SUPPLY
CAMPUS CHILLED WATER RETURN
DOMESTIC SOFT COLD WATER PIPING
DOMESTIC COLD WATER PIPING
BOILER FEED PIPING
DX REFRIGERATION SYSTEM HOT GAS PIPING
DX REFRIGERATION SYSTEM SUCTION PIPING
DX REFRIGERATION SYSTEM LIQUID PIPING
BUILDING CHILLER CONDENSER WATER RETURN PIPING
BUILDING CHILLER CONDENSER WATER SUPPLY PIPING
BUILDING CHILLED WATER RETURN PIPING
BUILDING CHILLED WATER SUPPLY PIPING
HIGH PRESSURE CONDENSATE RETURN PIPING
MEDIUM PRESSURE CONDENSATE RETURN PIPING
LOW PRESSURE CONDENSATE RETURN PIPING
HIGH PRESSURE STEAM PIPING
MEDIUM PRESSURE STEAM PIPING
LOW PRESSURE STEAM PIPING
BUILDING HEATING WATER RETURN PIPING
BUILDING HEATING WATER SUPPLY PIPING
FIRE PROTECTION PIPING
FUEL OIL GAGE PIPING
FUEL OIL RETURN PIPING
FUEL OIL SUPPLY PIPING
LIQUEFIED PETROLEUM GAS PIPING
FIRM NATURAL GAS PIPING
INTERRUPTIBLE NATURAL GAS PIPING
INDUSTRIAL AIR PIPING
PUMP DISCHARGE PIPING
CONDENSATE DRAIN PIPING
STORM DRAIN BELOW GROUND PIPING
STORM DRAIN ABOVE GROUND PIPING
ACID RESISTANT WASTE BELOW GROUND PIPING
ACID RESISTANT WASTE ABOVE GROUND PIPING
SANITARY WASTE BELOW GROUND PIPING
SANITARY WASTE ABOVE GROUND PIPING
ACID RESISTANT VENT PIPING
DOMESTIC CIRCULATING HOT WATER PIPING
HEAT TRACE DOMESTIC HOT WATER PIPING
DOMESTIC HOT WATER PIPING
REVERSE RETURN HYDRONIC PIPING (EXISTING)
DISTRICT HEATING SUPPLY PIPING
DISTRICT HEATING RETURN PIPING
VACUUM PIPING
NATURAL GAS PIPING
CCHWR
CCHWS
IS
ES
BF
LIQ
SUC
HG
CWR
CWS
MPS
RR
DHR
CHWR
CHWS
DHS
HPR
MPR
LPR
HPS
FOG
LPS
HWR
HWS
FP
FOS
FOR
LPG
FNG
MECHANICAL LINETYPES
AW
VAC
ING
NG
I
CD
SD
AW
PD
SD
SS
AV
VENT PIPING
NITROGEN PIPING
WASTE ANESTHESIA GAS DISPOSAL PIPING
NITROUS OXIDE PIPING
CARBON DIOXIDE PIPING
MEDICAL AIR PIPING
VACUUM PIPING
OXYGEN PIPING
CO
NO
W
N
A
O
V
INSTRUMENT AIR PIPINGIA
MECHANICAL SYSTEMS DESIGN INTENT
System design complies with the following codes and standards:
2020 Minnesota Building Code
2020 Minnesota Mechanical Code
2020 Minnesota Fuel Gas Code
2020 Minnesota Fire Code
2020 Minnesota Plumbing Code
2024 Minnesota Energy Code (Prescriptive Compliance Path all Sections)
ASHRAE Standard 62.1 – Ventilation for Acceptable Indoor Air Quality
ASHRAE Standard 135 – BACnet Communication Protocol for Automation and Control Networks
NFPA Code 13 – Standard for the Installation of Sprinkler Systems
Local Authorities Having Jurisdiction
Safe Drinking Water Act
F
E
D
C
B
A
1 2 3 4 5 6 7 8
M
MN
Check:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/19/2025 11:13:20 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage MECH.rvt1/8" = 1'-0"Central: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage MECH.rvt
City of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
M0.00
MECHANICAL
TITLE SHEET
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
PJ
RR
2/14/2025
242209
MINNESOTA
2/14/2025
PROFESSIONAL ENGINEER
MECHANICAL SHEET LIST
M0.00 MECHANICAL TITLE SHEET
M1.10 MECHANICAL PLANS & SCHEDULES
M2.10 DETAILS & MECHANICAL SPECIFICATIONS
KEVIN MARSHALL
23989
Revisions
Description Date Num
M M
HVAC PLAN KEYED NOTES:
1 ROUTE INDICATED DUCTWORK ABOVE LINER
PANEL. PROVIDE INSULATION ON ENTIRE DUCT
ABOVE THE LINER PANEL.
2 TERMINATE EXHAUST DUCT AT APPROXIMATELY
12" AFF. PROVIDE WITH 1/2" X 1/2" GALVANIZED
BIRDSCREEN. REFER TO DETAIL .
BALANCE TO INDICATED CFM.
/C3 M2.10
3 MECHANICAL CONTRACTOR SHALL PROVIDE AND
MOUNT AIR QUALITY SENSORS AT 5' AFF. WIRING
BY ELECTRICAL CONTRACTOR.
4 MECHANICAL CONTRACTOR SHALL PROVIDE
OUTSIDE AIR INTAKE DAMPER, ACTUATOR, AND
LOUVER PLENUM / DUCTWORK. WIRING BY
ELECTRICAL CONTRACTOR.
5 MECHANICAL CONTRACTOR SHALL PROVIDE
EXHAUST FAN AND MOTORIZED DAMPER. WIRING
BY ELECTRICAL CONTRACTOR.
6 ROUTE INDICATED DUCTWORK TIGHT BELOW LINER
PANEL.
7 DROP DUCT BELOW LINER PANEL. COORDINATE
TRIM PIECE AROUND DUCT WITH THE PANEL
PROVIDER. SEE ARCH PLANS.
8 PROVIDE AIR QUALITY SENSOR MASTER CONTROL
PANEL. PROVIDED AND INSTALLED BY
MECHANICAL. POWER WIRING AND WIRING TO THE
REMOTE CO/NO2 SENSORS IS BY THE ELECTRICAL
CONTRACTOR. REFER TO SPECIFICATION SHEET
M2.10 FOR ADDITIONAL INFORMATION.
HVAC PLAN GENERAL NOTES:
1. COORDINATE DUCT ROUTING WITH WALL AND
ROOF FRAMING. ADJUST ROUTES AS REQUIRED.
2. DIFFUSER AND REGISTER LOCATIONS SHALL BE
COORDINATED WITH LIGHT FIXTURE LOCATIONS
AND SHALL BE IN ACCORDANCE WITH CEILING
PATTERNS AS SHOWN ON THE ARCHITECTURAL
REFLECTED CEILING PLANS.
3. ALL RISES AND DROPS IN DUCTWORK ARE NOT
NECESSARILY SHOWN. LAYOUT ROUTING AND
COORDINATE WORK WITH OTHER TRADES BEFORE
CONSTRUCTION.
4. MECHANICAL CONTRACTOR SHALL BE
RESPONSIBLE FOR CUTTING AND PATCHING OF
CONSTRUCTION UNLESS OTHERWISE NOTED ON
THE PLANS. NO CUTTING OF STRUCTURAL
MEMBERS OR STRUCTURE WHICH WILL
DETERIORATE THE INTEGRITY AND STRENGTH OF
THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN
APPROVAL FROM THE STRUCTURAL ENGINEER.
5. MECHANICAL CONTRACTOR SHALL DETERMINE
LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE
EXECUTION OF HIS WORK PRIOR TO BID. VERIFY
EXACT DETAIL OF INSTALLATION REQUIRED TO
PROVIDE SYSTEMS SHOWN WITHIN SPACE
INTENDED.
6. THE MECHANICAL CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT
OF NEW AND EXISTING STRUCTURAL MEMBERS FOR
MECHANICAL SYSTEMS. REFER TO "MECHANICAL
SUPPORT REINFORCEMENT DETAIL" FOR
ADDITIONAL REQUIREMENTS.
01
02
03
04
05
A B C E FD
40X48
INTAKE
LOUVER
BY OTHERS
26x22 26x22
UP TO
EF-1
20x16 20x1620x16 20x1616x1216x1216x1216x122
2
2
2
1
M
CO/NO2
OA
OA
EA
CO/NO2
12X16
1050 CFM
(TYP. 4)
3
3 4
4
5
CO/NO2
3
1
1050
24x14
1050
A
(TYP. 4)
6
6
6
6
40X48
INTAKE
LOUVER
BY OTHERS
7 7
AIR QUALITY
MASATER
CONTROLLER
8
01
02
03
04
05
A B C E FD
EF
1
ROOF PLAN GENERAL NOTES:
1. MECHANICAL CONTRACTOR SHALL DETERMINE
LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE
EXECUTION OF HIS WORK PRIOR TO BID. VERIFY
EXACT DETAIL OF INSTALLATION REQUIRED TO
PROVIDE SYSTEMS SHOWN WITHIN SPACE
INTENDED.
2. MECHANICAL CONTRACTOR SHALL BE
RESPONSIBLE FOR CUTTING AND PATCHING OF
CONSTRUCITON UNLESS OTHERWISE NOTED ON
THE PLANS. NO CUTTING OF STRUCTURAL
MEMBERS OR STRUCTURE WHICH WILL
DETERIORATE THE INTEGRITY AND STRENGTH OF
THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN
APPROVAL FROM THE STRUCTURAL ENGINEER.
3. BUILDING EXHAUST SHALL BE LOCATED A
MINIMUM OF 10 FEET FROM ALL VENTILATION
INTAKES.
4. ANY MECHANICAL EQUIPMENT REQUIRING
MAINTENANCE SHALL BE LOCATED A MINIMUM 10
FEET FROM ALL ROOF EDGES UNLESS A GUARD
RAIL IS PROVIDED.
5. THE MECHANICAL CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT
OF NEW AND EXISTING STRUCTURAL MEMBERS FOR
MECHANICAL SYSTEMS. REFER TO "MECHANICAL
SUPPORT REINFORCEMENT DETAIL" FOR
ADDITIONAL REQUIREMENTS.
EXHAUST FAN SCHEDULE
MANUFACTURERSERVESUNIT
NO.
TOTAL
MODEL
NO.
TYPE CFM S.P.
W.C.
VOLTS/RPM HP MAKE-UP
AIR SOURCE
REMARKSBAS TEMPERATURE
SENSOR
CONTROL
OF DAY
BAS TIME BAS TIMED
PUSH BUTTON TO SPECIFICATION
OTHER - REFER
EF
'X'
1. INSTALL PER MANUFACTURER'S INSTALLATION GUIDELINES.
2. PROVIDE WITH A MOTORIZED DAMPER, ACTUATOR, AND END SWITCH. DIV 26 TO WIRE TO OPEN / CLOSE WITH FAN ON / OFF.
3. PROVIDE WITH AN INTEGRAL SIMPLIDRIVE VARIABLE SPEED DRIVE.
4. FAN SHALL START BASED ON INTERLOCK WITH CO/NO2 SENSORS. COORDINATE WIRING WITH DIV 26.
5. PROVIDE WITH ROOF CURB ANGLED TO MATCH METAL ROOF SLOPE.
6. PROVIDE WITH HINGED SUBBASE FOR ACCESS.
NOTES:
LOCATION VFDDRIVE
PHASE
MOTORIZED
DAMPER
EF-1 COLD STORAGE ROOF COOK PRV 8400 0.75 DIRECT YES 1160 3.0 208/3 LOUVER YES - - -CO/NO2 1, 2, 3, 4, 5, 6270C08D
A
MANUF. & MODEL NO.
GRILLES, REGISTERS AND DIFFUSERS SCHEDULE
SERVICETYPE DESCRIPTION
REMARKS
TITUS MODEL 350RLEXHAUST REGISTER
(SURFACE MOUNT)
ALL STEEL EXHAUST REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH SINGLE
DEFLECTION HORIZONTAL BLADES AT A FIXED 35° PATTERN AT ¾" SPACING, OPPOSED BLADE DAMPER,
AND FACTORY BAKED WHITE ENAMEL FINISH.
F
E
D
C
B
A
1 2 3 4 5 6 7 8
M
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/19/2025 11:13:21 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage MECH.rvt1/8" = 1'-0"Central: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage MECH.rvt
City of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
M1.10
MECHANICAL
PLANS &
SCHEDULES
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
PJ
RR
2/14/2025
242209
MINNESOTA
2/14/2025
PROFESSIONAL ENGINEER
KEVIN MARSHALL
23989
1/8" = 1'-0"D5 MAIN LEVEL HVAC PLAN
1/8" = 1'-0"D1 ROOF PLAN
Revisions
Description Date Num
SPECIFICATIONS
23 05 00 - COMMON WORK RESULTS
DRAWINGS ARE DIAGRAMMATIC ONLY. THEY ARE
INTENDED TO INDICATE SIZE AND/OR CAPACITY WHERE
STIPULATED, APPROXIMATE LOCATION AND/OR
DIRECTION, AND APPROXIMATE GENERAL
ARRANGEMENT OF ONE PHASE OF WORK TO ANOTHER,
BUT NOT THE EXACT DETAIL OF CONSTRUCTION. ALL
WORK SHALL BE CONSTRUCTED FROM FIELD
MEASUREMENTS TAKEN AT THE SITE. THIS SHALL
INCLUDE ALL RISES, DROPS AND OFFSETS NECESSARY
TO AVOID STRUCTURAL MEMBERS OR EQUIPMENT AND
MATERIALS INSTALLED BY OTHER TRADES. THE
CONTRACTOR SHALL COORDINATE THE DUCTWORK AND
PIPING LAYOUT BEFORE CONSTRUCTION.
BEFORE ORDERING EQUIPMENT AND MATERIALS,
SUBMIT SHOP AND EQUIPMENTDRAWINGS FOR
ENGINEER'S REVIEW. SHOP DRAWINGS SHALL CONTAIN
DETAIL EQUIPMENTS ASSEMBLIES AND INDICATE
DIMENSIONS, WEIGHTS, LOADS, REQUIRED
CLEARANCES, METHOD OF FIELD ASSEMBLY,
COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD
CONNECTION. THE ENGINEER WILL TAKE ONE OF THE
FOLLOWING ACTIONS ON SUBMITTALS:
A. "REVIEWED" - CONTRACTOR SHALL PROCEED WITH
ORDERING AND/OR FABRICATION.
B. "REVIEW COMMENTS" - CONTRACTOR SHALL
PROCEED WITH ORDERING AND/OR FABRICATION AFTER
TAKING INTO ACCOUNT NOTED COMMENTS.
C. "REJECTED" - CONTRACTOR SHALL PROVIDE
SUBMITTAL THAT MEETS THE INTENT OF THE
SPECIFICATIONS.
D. "REVISE AND RESUBMIT" - CONTRACTOR SHALL
MODIFY SUBMITTAL TO ADDRESS COMMENTS AND
RESUBMIT.
COMPILE PRODUCT DATA AND RELATED INFORMATION
APPROPRIATE FOR OWNER'S MAINTENANCE AND
OPERATION OF PRODUCTS FURNISHED UNDER THE
CONTRACT.
DELIVER AS-BUILT RECORD DOCUMENTS TO THE
OWNER AT CONTRACT CLOSE-OUT.
THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO
SUPPLEMENT EACH OTHER. ANY ITEMS SHOWN ON THE
DRAWINGS AND NOT MENTIONED IN THE
SPECIFICATIONS, OR VICE VERSA, SHALL BE EXECUTED
THE SAME AS IF MENTIONED AND SHOWN.
THE GREATEST QUANTITY OR MORE EXPENSIVE WORK
SHALL GOVERN WHERE THERE IS A CONFLICT NOTED
ANYWHERE ON THE DRAWINGS AND/OR
SPECIFICATIONS.
23 05 13 - COMMON MOTOR REQUIREMENTS
COMPLY WITH IEEE 841 FOR SEVERE-DUTY MOTORS,
OTHERWISE COMPLY WITH NEMA MG 1 UNLESS
OTHERWISE INDICATED.
MOTORS SHALL BE CONTINUOUS DUTY AT AMBIENT
TEMPERATURE OF 40 DEG C AND AT ALTITUDE OF 3300
FEET ABOVE SEA LEVEL. MOTORS SHALL BE
SUFFICIENT TO START, ACCELERATE, AND OPERATE
CONNECTED LOADS AT DESIGNATED SPEEDS, AT
INSTALLED ALTITUDE AND ENVIRONMENT, WITH
INDICATED OPERATING SEQUENCE, AND WITHOUT
EXCEEDING NAMEPLATE RATINGS OR CONSIDERING
SERVICE FACTOR.
SINGLE-PHASE MOTORS
A. PROVIDE WITH INTEGRAL VFD ON EXHAUST FAN
MOTOR.
B. BEARINGS SHALL BE PRELUBRICATED,
ANTIFRICTION BALL BEARINGS OR SLEEVE BEARINGS
SUITABLE FOR RADIAL AND THRUST LOADING.
C. PROVIDE INTERNAL PROTECTION TO
AUTOMATICALLY OPEN POWER SUPPLY CIRCUIT TO
MOTOR WHEN WINDING TEMPERATURE EXCEEDS A
SAFE VALUE CALIBRATED TO TEMPERATURE RATING OF
MOTOR INSULATION. THERMAL-PROTECTION DEVICE
SHALL AUTOMATICALLY RESET WHEN MOTOR
TEMPERATURE RETURNS TO NORMAL RANGE.
23 05 53 - IDENTIFICATION HVAC EQUIPMENT
PROVIDE PLASTIC OR METAL LABEL FOR EACH PIECE
OF EQUIPMENT, INDICATING EQUIPMENT NUMBER.
23 07 00 - HVAC INSULATION
MANUFACTURERS:
1. ARMSTRONG WORLD INDUSTRIES, INC.
2. CERTAINTEED CORP.
3. KNAUF FIBER GLASS GMBH.
4. SCHULER INTERNATIONAL (FORMERLY MANVILLE
PRODUCTS).
5. OWENS-CORNING FIBERGLASS CORP.
OUTSIDE AIR AND EXHAUST DUCTWORK INSULATION:
A. INSULATE EXTERNALLY 3.0-LB/CU FT WITH RIGID
FIBERGLASS BOARD INSULATION: MINERAL OR GLASS
FIBERS BONDED WITH A THERMOSETTING RESIN.
COMPLY WITH ASTM C 612, TYPE 1; THERMAL
CONDUCTIVITY (AVG) OF 0.25 BTU/HR-FT^2-F OR LOWER
AT MEAN TEMPERATURE OF 75F. INSTALL INSULATION
IN ACCORDANCE WITH ALL INDUSTRY STANDARDS. 2"
THICK.
MINIMUM DUCT INSULATION THICKNESS:
A. LOUVER PLENUM AND OUTSIDE AIR DUCT: 2"
FIBER BOARD
B. EXHAUST DUCT: 2" FIBER BOARD ON ENTIRE
DUCT ABOVE CEILING LINER PANEL.
23 31 13 - DUCTWORK
ALL DUCTWORK IS TO BE GALVANIZED SHEET STEEL.
DUCT CONSTRUCTION AND INSTALLATION, INCLUDING
SHEET METAL THICKNESSES, SEAM AND JOINT
CONSTRUCTION, REINFORCEMENTS, AND HANGERS AND
SUPPORTS, SHALL COMPLY WITH SMACNA'S "HVAC
DUCT CONSTRUCTION STANDARDS - METAL AND
FLEXIBLE" AND PERFORMANCE REQUIREMENTS AND
DESIGN CRITERIA INDICATED.
GALVANIZED SHEET STEEL: LOCK-FORMING QUALITY,
ASTM A653/A653M, COATING DESIGNATION G90.
PROVIDE MILL PHOSPHATIZED FINISH FOR EXPOSED
SURFACES OF DUCTS EXPOSED TO VIEW.
JOINT AND SEAM SEALANT: ONE-PART NON-SAG,
SOLVENT-RELEASE-CURING, POLYMERIZED BUTYL
SEALANT COMPLYING WITH FS TT-S-001657, TYPE I;
FORMULATED WITH A MINIMUM OF 75 PERCENT SOLIDS.
SEAL DUCT SEAMS AND JOINTS FOR DUCT STATIC
PRESSURE AND LEAKAGE CLASSES SPECIFIED IN
"PERFORMANCE REQUIREMENTS" ARTICLE, ACCORDING
TO SMACNA'S "HVAC DUCT CONSTRUCTION
STANDARDS - METAL AND FLEXIBLE," TABLE 1-2,
"STANDARD DUCT SEALING REQUIREMENTS," UNLESS
OTHERWISE INDICATED.
HANGERS AND SUPPORTS: GALVANIZED SHEET STEEL,
OR ROUND, UNCOATED STEEL, THREADED ROD.
STRAPS AND ROD SIZES CONFORMING WITH TABLE 4-1
IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS,
1985 EDITION, FOR SHEET STEEL WIDTH AND GAGE AND
STEEL ROD DIAMETERS. DUCT ATTACHMENTS
INCLUDING SHEET METAL SCREWS, BLIND RIVETS, OR
SELF-TAPPING METAL SCREWS; COMPATIBLE WITH
DUCT MATERIALS.
PROTECT DUCT INTERIORS FROM MOISTURE,
CONSTRUCTION DEBRIS AND DUST, AND OTHER
FOREIGN MATERIALS. COMPLY WITH SMACNA'S "DUCT
CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES."
DUCT STATIC PRESSURE CLASSES:
A. NEGATIVE PRESSURE
1. EXHAUST DUCTS: 2 INCH
2. OUTSIDE AIR DUCTS: 1 INCH
23 33 00 - AIR DUCT ACCESSORIES
LOW PRESSURE MANUAL DAMPERS:
A. PROVIDE DAMPERS OF SINGLE BLADE TYPE OR
MULTI-BLADE TYPE, CONSTRUCTED IN ACCORDANCE
WITH SMACNA'S "HVAC DUCT CONSTRUCTION
STANDARDS".
B. MANUFACTURERS
1. AIR BALANCE, INC.
2. AIRGUIDE CORP.
3. NAILOR HART
4. RUSKIN MFG. CO.
DUCT-MOUNTED ACCESS DOORS:
A. FABRICATE ACCESS PANELS ACCORDING TO
SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS -
METAL AND FLEXIBLE"; FIGURES 2-10, "DUCT ACCESS
DOORS AND PANELS."
TURNING VANES:
A. CURVED BLADES OF GALVANIZED SHEET STEEL;
SUPPORT WITH BARS PERPENDICULAR TO BLADES SET;
SET INTO VANE RUNNERS SUITABLE FOR DUCT
MOUNTING. COMPLY WITH SMACNA'S "HVAC DUCT
CONSTRUCTION STANDARDS - METAL AND FLEXIBLE";
FIGURES 2-3, "VANES AND VANE RUNNERS," AND 2-4,
"VANE SUPPORT IN ELBOWS. VANE CONSTRUCTION
SHALL BE SINGLE WALL FOR DUCTS UP TO 48 INCHES
WIDE AND DOUBLE WALL FOR LARGER DIMENSIONS.
CONTROL DAMPERS:
A. OUTSIDE AIR DAMPERS SHALL BE PARALLEL BLADE
DESIGN (AS SELECTED BY MANUFACTURER'S SIZING
TECHNIQUES) WITH INFLATABLE SEAL BLADE EDGING,
OR REPLACEABLE RUBBER SEALS, RATED FOR
LEAKAGE AT LESS THAN 10 CFM/SQ. FT OF DAMPER
AREA, AT DIFFERENTIAL PRESSURE OF 4" W.G. WHEN
DAMPER IS BEING HELD BY TORQUE OF 50 INCH-
POUNDS.
B. ELECTRIC ACTUATORS: SIZE EACH MOTOR TO
OPERATE DAMPERS WITH SUFFICIENT RESERVE POWER
TO PROVIDE SMOOTH MODULATING ACTION.
1. ELECTRONIC ACTUATORS SHALL BE 120V AND
DIRECT COUPLED WITH A MANUAL OVERRIDE FEATURE
AND SPRING RETURN.
23 34 16 - AIR HANDLING
CENTRIFUGAL ROOF VENTILATORS:
A. MANUFACTURERS:
1. ACME ENGINEERING & MFG. COPR.
2. AEROVENT; A TWIN CITY FAN COMPANY
3. CARNES COMPANY HVAC
4. GREENHECK
5. LOREN COOK COMPANY
6. TWIN CITY FAN AND BLOWER CO.
B. HOUSING:
1. REMOVABLE, SPUN-ALUMINUM, DOME TOP AND
OUTLET BAFFLE; SQUARE, ONE-PIECE, ALUMINUM BASE
WITH VENTURI INLET CONE:
a. HINGED SUBBASE: GALVANIZED-STEEL HINGED
ARRANGEMENT PERMITTING SERVICE AND
MAINTENANCE.
C. FAN WHEELS: ALUMINUM HUB AND WHEEL WITH
BACKWARD-INCLINED BLADES.
D. BELT-DRIVEN DRIVE ASSEMBLY: RESILIENTLY
MOUNTED TO HOUSING, WITH THE FOLLOWING
FEATURES:
1. FAN SHAFT: TURNED, GROUND, AND POLISHED
STEEL; KEYED TO WHEEL HUB.
2. SHAFT BEARINGS: PERMANENTLY LUBRICATED,
PERMANENTLY SEALED, SELF-ALIGNING BALL
BEARINGS.
3. PULLEYS: CAST-IRON, ADJUSTABLE-PITCH MOTOR
PULLEY.
4. FAN AND MOTOR ISOLATED FROM EXHAUST
AIRSTREAM.
E. ACCESSORIES
1. DISCONNECT SWITCH: FOR SINGLE PHASE
MOTORS, PROVIDE NONFUSIBLE TYPE, WITHTHERMAL-
OVERLOAD PROTECTION MOUNTED INSIDE FAN
HOUSING, FACTORY WIRED THROUGH AN INTERNAL
ALUMINUM CONDUIT
2. BIRD SCREENS: REMOVABLE, 1/2-INCH MESH,
ALUMINUM OR BRASS WIRE.
3. DAMPERS: PARALLEL-BLADE, MOTORIZED
DAMPERS AND 120V ACTUATOR MOUNTED IN CURB
BASE; FACTORY SET TO CLOSE WHEN FAN STOPS.
4. ROOF CURBS: GALVANIZED STEEL; MITERED AND
WELDED CORNERS; 2-INCH- THICK, RIGID, FIBERGLASS
INSULATION ADHERED TO INSIDE WALLS; AND 2-INCH
WOOD NAILER. SIZE AS REQUIRED TO SUIT ROOF
OPENING AND FANBASE WITH AN OVERALL HEIGHT OF
18 INCHES. ANGLE CURB TO MATCH ROOF SLOPE.
5. PROVIDE WITH INTEGRAL VFD.
AIR QUALITY SENSOR:
A. HONEYWELL E3POINT, TOX-ALERT, INTEC, OR
APPROVED EQUAL. THE BASIS OF DESIGN IS A
TOXALERT TOXNET MASTER CONTROL PANEL AND
TOXNET-II-CO/NO2 COMBO SENSORS (3 TOTAL). THE
SENSOR SHALL BE ELECTROMECHANICAL CELL TYPE.
SENSOR SHALL BE SELF-CLEANING AND REQUIRE NO
MAINTENANCE. SENSOR INSTALLATION AND
LOCATIONS SHALL BE SUITABLE FOR SENSING CARBON
MONOXIDE AND NITROGEN DIOXIDE. PROVIDE MULTIPLE
REMOTE SENSORS AS SHOWN ON THE DRAWINGS.
PANEL AND SENSOR PROVIDED AND INSTALLED BY THE
MECHANICAL CONTRACTOR AND WIRED BY THE
ELECTRICAL CONTRACTOR.
INSTALLATION:
A. INSTALL POWER VENTILATORS LEVEL AND PLUMB.
B. SECURE ROOF-MOUNTING FANS TO ROOF CURBS
WITH CADMIUM-PLATED HARDWARE.
C. INSTALL CO/NO2 SENSOR PER MANUFACTURER
GUIDELINES.
D. INSTALL UNITS WITH CLEARANCES FOR SERVICE
AND MAINTENANCE.
E. TEST, ADJUST AND BALANCE FANS.
23 37 13 - DIFFUSERS, REGISTERS, AND GRILLES
DIFFUSERS:
A. EXCEPT AS OTHERWISE NOTED, PROVIDE
MANUFACTURER'S STANDARD CEILING AIR DIFFUSERS
WHERE SHOWN; OF SIZE, SHAPE, CAPACITY AND TYPE
INDICATED; CONSTRUCTED OF MATERIALS AND
COMPONENTS AS INDICATED, AND AS REQUIRED FOR
COMPLETE INSTALLATION.
B. MANUFACTURERS:
1. ANEMOSTAT
2. CARNES
3. KRUEGER
4. TITUS
5. METALAIRE
6. NAILOR
7. PRICE
8. TUTTLE AND BAILEY
23 90 00 - TESTING ADJUSTING AND BALANCING
PERFORM TESTING AND BALANCING PROCEDURES FOR
DIFFUSERS IDENTIFIED ON DRAWINGS IN ACCORDANCE
WITH THE DETAILED PROCEDURES OUTLINED IN THE
FOLLOWING STANDARDS:
1. NEBB, "PROCEDURAL STANDARDS FOR
TESTING, ADJUSTING, AND BALANCING OF
ENVIRONMENTAL SYSTEMS."
2. ASHRAE HANDBOOK, 2003 SYSTEMS VOLUME,
CHAPTER 37, TESTING, ADJUSTING, AND
BALANCING.
4"+
4"+
MAX
0' - 4"
MAX
0' - 4"
ATTACH ALL CONCENTRATED LOADS (PIPING, MECH
ROOFTOP EQUIP CURBS, ETC) TO THE JOIST WITHIN 4" OF
THE JOIST PANEL POINT OR PROVIDE STIFFENER ANGLES
AS SHOWN. FOR PIPING EXCEEDING 20 PLF OR
EQUIVALENT GROUPINGS, NOTIFY THE STRUCTURAL
ENGINEER PRIOR TO INSTALLATION.
PIPES EXCEEDING 10 PLF PARALLEL TO JOIST SHALL BE
CENTERED BETWEEN JOIST & A SPREADER MEMBER INSTALLED.
FOR PIPING EXCEEDING 20 PLF OR EQUIVALENT GROUPINGS
NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION.
PIPE OR OTHER
EQUIPMENT
STIFFENER ANGLES
2-L2x2x1/8
STIFFENER
ANGLES
2-L2x2x1/8
1/8 TYP
12" AFF3'-0"BALANCING DAMPER
OPEN DUCT COVERED WITH
1/2"X1/2" WIRE BIRDSCREEN
EXHAUST AIR AS INDICATED
ON PLANS.
1-1/2" X 1-1/2" X 3/8"
WELDED ANGLE IRON FRAME
TO PROTECT DUCT.
FASTEN ANGLE IRON
FRAME SECURELY TO
WALL AND FLOOR
FILL SPACE BETWEEN DUCT &
CURB WITH INSULATION.
REMOVABLE FAN SECTION
AIR FLOW
BAR JOIST
BIRDSCREEN
DISCONNECT SWITCH
(UNFUSED)
EXHAUST AIR DUCT (REFER
TO DRAWINGS FOR SIZE)
ELECTRICAL CONDUIT TO BE RUN
IN CORNER INSIDE OF CURB BY
ELECTRICAL CONTRACTOR.
PEMB ROOF SYSTEM
PEMB ROOFING ROOF CURB PROVIDED AND INSTALLED BY
MECHANICAL CONTRACTOR. BLOCK TO
MATCH ROOF INSULATION THICKNESS AND
CANT WHERE REQUIRED.
MOTORIZED OR AUTOMATIC
BACKDRAFT DAMPER
FASTEN SECURELY TO ROOF
CURB ALL FOUR SIDES FOAM RUBBER GASKETING
AT TOP OF CURB.
ANGLE SUPPORT-
SPAN BAR JOISTS
EXTERIOR INSULATION2" DRIP PAN SOLDERED
WATERTIGHT. PROVIDE 2
MIL EPOXY MASTIC.
ACCESS PANEL
1"
24" MIN.24" MIN.DRAINABLE LOUVER
W/BIRDSCREEN (SEE ARCH.)
CAM LATCHES
CONTINUOUS 12 GA CAVITY
SEALING SLEEVE AROUND
ENTIRE WALL OPENING BY MECH.
CONTR. EXTEND 4" PAST
INTERIOR WALL FACE & INSTALL
BEFORE LOUVER IS INSTALLED.
SEAL TO BRICK & CONCRETE
BLOCK W/SEALANT. CONNECT
DUCTWORK TO SLEEVE.
HINGED ACCESS PANEL
PROVIDE WITH AIR TIGHT
GASKET AROUND ENTIRE
PERIMETER.
EXTERIOR DUCT
INSULATION
CONNECT DUCT TO TOP OF
LOUVER BLADE & SEAL
WATERTIGHT
SLOPE BOTTOM OF DUCT
MINIMUM 1/4" PER FOOT
DOWN TOWARD LOUVER
SEAL BOTTOM OF LOUVER
PLENUM PAN WATERTIGHT
WITH BITUMASTIC
VARIES SEE SUPPLYER2
2
4
4
COUNTER FLASHING BY
MECHANICAL CONTRACTOR
TOP OF WOOD
BLOCKING 1" TO 2"
BELOW ROOF BY OTHERS.
MECHANICAL CONTRACTOR
TO COORDINATE EXACT
LOCATIONS
CANT AS REQUIRED FOR
ROOF TYPE. SEE ARCH.
ROOFING ADHERED TO CURB .
SEE ARCH.
PRE-MANUFACTURED ROOF
CURB. INSTALLED BY
MECHANICAL CONTRACTOR.
F
E
D
C
B
A
1 2 3 4 5 6 7 8
M
MN
Check:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/19/2025 11:13:21 AMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage MECH.rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage MECH.rvt
City of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
M2.10
DETAILS &
MECHANICAL
SPECIFICATIONS
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
PJ
RR
2/14/2025
242209
MINNESOTA
2/14/2025
PROFESSIONAL ENGINEER
KEVIN MARSHALL
23989
NOT TO SCALEC5TYPICAL P.R.V. EXHAUST FAN DETAIL
NOT TO SCALEC3GARAGE FLOOR EXHAUST DETAIL
NOT TO SCALEB3MECHANICAL SUPPORT REINFORCEMENT DETAIL
NOT TO SCALEB5LOUVER INSTALLATION DETAIL (DRAINABLE TYPE)
NOT TO SCALED5MANUFACTURED CURB DETAIL
Revisions
Description Date Num
ELECTRICAL ABBREVIATIONS LIST
C CONDUIT
CATV CABLE TELEVISION
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CKT CIRCUIT
CLG CEILING
CMPR COMPRESSOR
CONN CONNECTION
CONT CONTINUATION OR CONTINUOUS
CONTR CONTRACTOR
CONV CONVECTOR
CP CIRCULATING PUMP
CT CURRENT TRANSFORMER
CTR CENTER
CU COPPER
DCP DOMESTIC WATER CIRCULATING PUMP
EX EXISTING TO REMAIN
FOL FIBER OPTIC LINE
FS FUSIBLE SWITCH
HTR HEATER
HV HIGH VOLTAGE
HWP HYDRONIC WATER PUMP
IC INTERRUPTING CAPACITY
IG ISOLATED GROUND
IMC INTERMEDIATE METAL CONDUIT
INCAND INCANDESCENT
IR INFRARED
I/W INTERLOCK WITH
J-BOX JUNCTION BOX
KV KILOVOLT
KVA KILOVOLT-AMPERE
KVAR KILOVOLT-AMPERE REACTIVE
KW KILOWATT
KWH KILOWATT HOUR
LOC LOCATE OR LOCATION
LT LIGHT
LTG LIGHTING
LTNG LIGHTNING
LV LOW VOLTAGE
MAG.S MAGNETIC STARTER
M/C MOMENTARY CONTACT
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDC MAIN DISTRIBUTION CENTER
MDP MAIN DISTRIBUTION PANEL
MFR MANUFACTURER
MFS MAIN FUSED DISCONNECT SWITCH
MLO MAIN LUGS ONLY
MMS MANUAL MOTOR STARTER
MOA MULTIOUTLET ASSEMBLY
MSP MOTOR STARTER PANELBOARD
MSBD MAIN SWITCHBOARD
MT MOUNT
MT.C EMPTY CONDUIT
MTS MANUAL TRANSFER SWITCH
MTR MOTOR, MOTORIZED
UE UNDERGROUND ELECTRICAL
UG UNDERGROUND
UH UNIT HEATER
UNO UNLESS NOTED OTHERWISE
UT UNDERGROUND TELEPHONE
UV UNIT VENTILATOR OR ULTRAVIOLET
V VOLT
VA VOLT-AMPERES
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
W WATT
W/ WITH
WG WIRE GUARD
WH WATER HEATER
W/O WITHOUT
WP WEATHERPROOF
XFMR TRANSFORMER
XFR TRANSFER
QUAN QUANTITY
RCPT RECEPTACLE
REQD REQUIRED
RL RELOCATED
RSC RIGID STEEL CONDUIT
RTU ROOF TOP UNIT
SC SURFACE CONDUIT
SEC SECONDARY
SHT SHEET
SIM SIMILAR
S/N SOLID NEUTRAL
SPKR SPEAKER
SP SPARE
SR SURFACE RACEWAY
SS STAINLESS STEEL
SSW SELECTOR SWITCH
S/S STOP/START PUSHBUTTONS
STA STATION
STD STANDARD
SURF SURFACE MOUNTED
SW SWITCH
SWBD SWITCHBOARD
SYM SYMMETRICAL
TERM TERMINAL
TL TWIST LOCK
TR TAMPER RESISTANT
T-STAT THERMOSTAT
TTC TELEPHONE TERMINAL CABINET
TVTC TELEVISION TERMINAL CABINET
TYP TYPICAL
N.C. NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S ASSOCIATION
NFS NON-FUSED SAFETY SWITCH
NIC NOT IN CONTRACT
NL NEW LOCATION
N.O. NORMALLY OPEN
NPF NORMAL POWER FACTOR
NTS NOT TO SCALE
OFE OWNER FURNISHED EQUIPMENT
OH OVERHEAD
OL OVERLOADS
PA PUBLIC ADDRESS
PB PULL BOX
PE PNEUMATIC ELECTRIC
PED PEDESTAL
PF POWER FACTOR
PH PHASE
PNL PANEL
PP POWER POLE
PR PAIR
PRI PRIMARY
PROJ PROJECTION
PRV POWER ROOF VENTILATOR
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE (CONDUIT)
PWR POWER
< ANGLE
@ AT
' FEET
" INCHES
# NUMBER
1P 1 POLE (2P, 3P, 4P, ETC.)
A AMPERE
AC AIR CONDITIONER
ACLG ABOVE CEILING
ADA AUTOMATIC DOOR ACTUATOR
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFI ARC FAULT CIRCUIT INTERRUPTER
AHU AIR HANDLING UNIT
AL ALUMINUM
ALT ALTERNATE
AMP AMPLIFIER
ANNUN ANNUNCIATOR
AQ-STAT AQUASTAT
ATS AUTOMATIC TRANSFER SWITCH
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
BATT BATTERY
BD BOARD
BLDG BUILDING
BAS BUILDING AUTOMATION SYSTEM
DEVICE ABBREVIATIONS:
WASH CLOTHES WASHER
DRY CLOTHES DRYER
DISH DISHWASHER
DISP UNDER SINK DISPOSER
EWC ELECTRIC WATER COOLER
FLSH SANITARY AUTOMATIC FLUSH
FRZ FREEZER
GOGG GOGGLES CABINET
HAND HAND DRYER
HOOD EXHAUST HOOD
MWV MICROWAVE
REF REFRIGERATOR
RL RELOCATE
NL NEW LOCATION
OVN ELECTRIC OVEN
VEND VENDING MACHINE
PRNT PRINTER
Version 3.16.22
#
#
PC PC
OS
L
LIGHTING
POWER DISTRIBUTION AND EQUIPMENT
LIGHTING CONTROL
GENERAL ELECTRICAL SYMBOLS
BRANCH CIRCUIT, FEEDER, AND RACEWAY
FIRE ALARM DEVICES
POWER AND MOTOR DEVICESCOMMUNICATION DEVICES
SECURITY DEVICES
F
F/S
F
TS
F
FL
F
I
F
CM
F
SD F
F
H
#°
FD
SDB
SMC
SKP
SDR
SCR
S
xx
F
CEILING OR WALL MOUNTED JUNCTION BOX WITH REQUIRED
COVERPLATE - PLAN INDICATES FUNCTION
MSP
MSS
MS
DISCONNECT SWITCH - NON FUSED.
MOTOR RATED SWITCH AND PILOT.
MOTOR STARTER SWITCH WITH MOTOR RUNNING PROTECTION (ADD
RELAY IF CONTROL CONTACTS ARE REQUIRED).
MOTOR RATED SWITCH.
PUSHBUTTON - WALL MOUNTED.
MOTOR, SEE MOTOR AND EQUIPMENT SCHEDULE
COMBINATION STARTER/DISCONNECT SWITCH.
LINEAR PENDANT LUMINAIRE; FOR SUSPENDED MOUNTING HEIGHTS,
SEE DRAWINGS.
TRACK LIGHT LUMINAIRE (WITH HEADS OR PENDANTS); LENGTH AND
MOUNTING AS NOTED ON DRAWINGS.
EXIT LIGHT-FACE SHOWN SHADED; PLAN INDICATES CEILING OR
WALL MOUNTING AND DIRECTIONAL ARROWS.
ATS
WALL MOUNTED LUMINAIRE; SEE REFLECTED CEILING PLAN FOR
MOUNTING HEIGHT.
TRANSFORMER, WITH SIZE AS NOTED. SEE RISER DIAGRAM,
SCHEDULE OR FLOOR PLANS; VERIFY.
PULLBOX
MOTOR CONTROL CENTER (W/CONCRETE PAD);
FLOOR MOUNTED.
PLUG-IN BUS DUCT SWITCH; SIZE AS INDICATED AND SPECIFIED.
VERIFY MOUNTING HEIGHT.
METER/SOCKET ASSEMBLY; MOUNT TOP AT 72" AFFM
PB
MCC
T
SWITCHBOARD WITH CONCRETE PAD:
FLOOR MOUNTED.
PANELBOARD; WALL MOUNTED WITH TOP AT 78" AFF.
RELAY/CONNECTION CABINET;
WALL MOUNTED, WITH TOP AT 72" AFF
AUTOMATIC TRANSFER SWITCH;
WALL OR FLOOR MOUNTED.
SYMBOL DESCRIPTION
ELECTRICAL SYMBOL SCHEDULE
SYMBOL DESCRIPTION
CIRCULAR PENDANT LUMINAIRE; FOR SUSPENDED MOUNTING
HEIGHTS, SEE DRAWINGS.
POLE MOUNTED SITE LUMINAIRE - SINGLE SQUARE HEAD. NUMBER
OF HEADS AS SHOWN.
EACH SYMBOL DENOTES A SINGLE POLE LIGHT SWITCH
WHEN MULITPLE SWITCHES ARE SHOWN, LOCATE ALL UNDER
SINGLE MULTI-SWITCH COVERPLATE.
INDICATES CONDUIT IS SURFACE MOUNTED
INDICATES CONDUIT ROUTED BELOW, IN FLOOR STRUCTURE, BELOW
GRADE, OR AS NOTED.
INDICATES CONDUIT ROUTED CONCEALED ABOVE FLOOR OR GRADE
(IN CEILING OR WALL)
SURFACE RACEWAY ASSEMBLY. PROVIDE AS SPECIFIED, UNLESS
NOTED OTHERWISE.
INDICATES 1" CONDUIT, (3) NO. 4 AWG CONDUCTORS AND (1) NO. 3
GROUND WIRE
CONDUIT STUB - TERMINATION INDICATED BY NOTE
CABLE TRAY (WIDTH X DEPTH)
1"C,3#4+1#3G
INDICATES CONDUIT UP
INDICATES CONDUIT DOWN
DESCRIPTION
POKE-THROUGH (PT) OR FLOOR BOX (FB), FULLY RECESSED IN FLOOR.
REFER TO POKE-THROUGH AND FLOOR BOX SCHEDULE.
DESCRIPTION
SPECIAL PURPOSE OUTLET; RECESSED, MOUNT PER DWGS.
RECESSED CEILING MOUNTED SINGLE OR DUPLEX RECEPTACLE W/
ADDITIONAL 10' FLEX MC/AC SLACK (COILED); FOR FUTURE DEVICE
RELOCATION.
DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT
RECEPTACLE (SINGLE)
DOUBLE DUPLEX RECEPTACLE (QUAD) ON NORMAL CIRCUIT
J
J
P
DISCONNECT SWITCH - FUSED.
MOTOR STARTER.
SYMBOL SYMBOL
6'-0"
6'-0"
6'-0"
6'-0"
30" - 36"
18"
18"
18"
46"
46"
46"
46"
46"
90"
90"
46"
46"
90"
84"
84"
MOUNTING
HEIGHT
MOUNTING
HEIGHT
MOUNTING
HEIGHT
46"
46"
46"
HANDHOLEHH
FIRE/SMOKE DAMPER; MOUNT PER DWGS.
F
F
PAGING/INTERCOM SPEAKER HORN ASSEMBLY- P.A. OR AS INDICATED
xx INDICATES THE FOLLOWING: WG = WIREGUARD, PA = P.A. SYSTEM.
(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING).
FIRE ALARM ANNUNCIATOR PANEL;
FIREMAN PHONE JACK; MOUNT TOP 54" AFF PLUS OR MINUS 2".
SPRINKLER FLOW-SWITCH; MOUNT PER DWGS.
SPRINKLER TAMPER-SWITCH; MOUNT PER DWGS.
SMOKE DETECTOR-CEILING MOUNTED.
S-CO = COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR
S-H - COMBINATION SMOKE AND HEAT DETECTOR
DUCT SMOKE DETECTOR; MOUNT PER DWGS.
POWER POLE (DEVICES AS INDICATED)
FIRE ALARM CONTROL PANEL (MASTER);
FIRE ALARM MANUAL PULL STATION.
FIRE ALARM CONTROL MODULE; MOUNT PER DWGS.
FIRE ALARM CHIME (WP FOR EXTERIOR MOUNTING). B = BELL.
MAGNETIC DOOR HOLD-OPEN (WALL MOUNTED); MOUNT PER
DWGS.
FIRE ALARM HORN (AUDIBLE), WALL MOUNTED.
FIRE ALARM INDIVIDUAL ADDRESSABLE MODULE; MOUNT PER
DWGS.
HEAT DETECTOR (RATE-OF-RISE); #° = FIXTED TEMPERATURE -
CEILING MOUNTED.
EMERGENCY LIGHTING UNIT - TWO HEAD MOUNTING AS INDICATED
ON DRAWINGS.KEYED NOTE.
OCCUPANCY SENSOR - WALL OR CEILING CELING MOUNT. REFER
TO LIGHTING CONTROL SCHEDULE FOR OPERATION INFORMATION.
PHOTOCELL - WALL, CEILING, OR ROOF MOUNTED; SEE DRAWINGS.
LOUD SPEAKER HORN ASSEMBLY; VERIFY MOUNTING HEIGHT.
xx INDICATES THE FOLLOWING: WG = WIREGUARD, PA = P.A. SYSTEM.
(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING).
FEEDER OR EQUIPMENT DRAWING NOTE.
L
OS
S
S
SS
B
C
BELL/AUDIBLE DEVICE.
(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING).
CLOCK OUTLET.
(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING FOR WIRED CLOCKS
ONLY). D = DOUBLE FACED
-
V
CALL BACK SWITCH.
(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).
VOLUME CONTROL.
(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).
SPEAKER WITH BACKBOX (WALL OR CEILING). xx INDICATES THE
FOLLOWING: PA = P.A. SYSTEM; V = WITH INTEGRAL VOLUME
CONTROL; Z# = ZONE NUMBER. AV = REFER TO A/V SYMBOLS.
(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING). MOUNT 12" BELOW
CEILING OR AS INDICATED ON PLANS.
WALL DATA AND COMMUNICATIONS OUTLET:
(BUSHED EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED).
D# INDICATES TYPE OF OUTLET. SEE DETAIL SHEETS.
DOOR RELEASE; MOUNT PER DWGS.
MOTION DETECTOR; ARROW INDICATES DIRECTION.
(WALL OR CEILING MOUNTED).
MASTER CONTROL STATION
KEYPAD; VERIFY MOUNTING HEIGHT WITH DWGS.
DURESS BUTTON
CR = CARD READER ROUGH-IN AT ADA HEIGHT
CRK = CARD READER WITH INTEGRADED KEY PAD
REFER TO DETAILS.
MD
SS
MD
S
SECURITY DEVICE. xx INDICATES THE FOLLOWING:
CM CONTROL MODULE
DC DOOR CONTACTS (MONITORING)
EL ELECTRIC LOCK/LATCH
ES ELECTRIC STRIKE
GB GLASS BREAK DETECTOR
IR INFARED DETECTOR
ML MAGNETIC LOCK
REX REQUEST TO EXIT
XP EXIT PUSHBUTTON, MOUNT AT ADA HT
LL
RECESSED LUMINAIRE (TYPE DENOTED)
SURFACE MOUNTED LUMINAIRE (TYPE DENOTED)
LUMINAIRE ON EMERGENCY CIRCUIT, SWITCHED
SURVEILLANCE CAMERA.
(WALL OR CEILING MOUNTED, 1"C. BUSHED EMT TO ACCESSIBLE
CEILING).
S S
STRIP LIGHT LUMINAIRE; FOR SUSPENDED MOUNTING HEIGHTS, SEE
DRAWINGS.
D#
D#
FB#
CONDUIT CONTINUATION
12"X4"
FLR
SWITCHING NOTATION. ## INDICATES THE FOLLOWING:
3 THREE-WAY
4 FOUR-WAY
D DIMMER
K KEYED
LV LOW VOLTAGE
MC MOMENTARY CONTACT
PL PILOT LIGHT
TD TIME DELAY
##
RECEPTACLE NOTATION. xx INDICATES THE FOLLOWING:
AB ABOVE COUNTER, BOTTOM OF BOX 2" ABOVE BACKSPLASH
IG ISOLATED GROUND
GFI INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER
GFI CB GROUND FAULT CIRCUIT INTERRUPTER IN CIRCUIT BREAKER
TR TAMPER RESISTANT
USB (2) USB PORTS INTEGRAL WITH RECEPTACLE
WP WEATHERPROOF
USB ONLY DEVICE, (4) USB CHARGING PORTS 18"
CONDUIT SLEEVE WITH BUSHINGS ON BOTH ENDS,
SEE SCHEDULE FOR QUANTITIES AND SIZES OF SLEEVESSL#
ELEVATION, SEE DETAIL # ON SHEET E#.E#
#
LUMINAIRE ON EMERGENCY CIRCUIT, UNSWITCHED
R EMERGENCY LIGHTING RELAY (UL 924) - SEE WIRING SCHEMATIC ON
DETAIL SHEETS.
Z#
J CLG, 18"
FAAP
FACP
DUPLEX RECEPTACLE ON NORMAL CIRCUIT 18"
DOUBLE DUPLEX RECEPTACLE (QUAD) ON EMERGENCY CIRCUIT 18"
xx
S
C
D
WAP
CEILING DATA OUTLET AND WIRELESS ACCESS POINT:
(BUSHED EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED).
D# INDICATES TYPE OF OUTLET. SEE DETAIL SHEETS.
SURFACE MOUNTED DUPLEX / QUAD RECEPTACLES AND DATA
OUTLETS
xx
R
NAC FIRE ALARM NOTIFICATION APPLIANCE CIRCUIT PANEL.
MOUNT TOP 62" AFF PLUS OR MINUS 2".
FF
F F
FIRE ALARM STROBE (VISUAL) DEVICE (WALL OR CEILING
MOUNTED). xx INDICATES THE FOLLOWING: WG=WIRE GUARD;
WP=WEATHER PROOF
xx xx
xx xx
A.DEVICES SHALL BE MOUNTED AT THE HEIGHT INDICATED,
UNLESS NOTED OTHERWISE. HEIGHTS ARE MEASURED TO
FROM DEVICE CENTER TO FINISHED FLOOR. DEVICES
MOUNTED IN BLOCK/BRICK WALLS SHALL CORRESPOND WITH
BLOCK/BRICK COURSING. SEE MASONRY BACKBOX MOUNTING
HEIGHT DETAIL.
B.ALL MOUNTING HEIGHTS INDICATED ARE FROM THE FINISH
FLOOR TO THE CENTER OF THE BOX.
C.
D.
ON DEMOLITION DRAWINGS, DASHED ELECTRICAL ITEMS
DENOTES EXISTING ITEMS TO BE REMOVED; SOLID SCREENED
ELECTRICAL ITEMS DENOTES EXISTING ITEMS TO REMAIN,
UNLESS NOTED OTHERWISE
ON NEW WORK LIGHTING, POWER AND SYSTEMS DRAWINGS,
SCREENED ELECTRICAL ITEMS DENOTES EXISTING ITEMS TO
REMAIN; SOLID ELECTRICAL ITEMS DENOTES NEW ITEMS,
UNLESS NOTED OTHERWISE
F
F
DEVICES TO BE DEMOLISHED:
EXISING DEVICES TO REMAIN:
F
NEW DEVICES:
46"
TOP AT 60"
AFF
TOP AT 68"
AFF
NURSE CALL DEVICES
NURSE CALL SYSTEM DEVICE. 4" SQUARE BOX WITH 3/4"C. BUSHED
EMT TO ACCESSIBLE CEILING, UNO.
x INDICATES THE FOLLOWING:
A = STAFF ASSIST REQUEST
B = CODE BLUE
D = DUTY STATION, 3-GANG BOX
E = EMERGENCY (PULLCORD)
E1 = EMERGENCY (PUSHBUTTON)
L = DOME LIGHT, ABOVE DOOR HEADER
M = MASTER STATION, 1-GANG BELOW COUNTER TOP
M1 = MASTER STATION WALL-MOUNTED, 3-GANG BOX
P = PATIENT, 3-GANG BOX
P1 = PATIENT W/ EXTRA JACK FOR PILLOW SPEAKER, 3-GANG BOX
R = RELAY, 4-GANG BOX
S = STAFF RESPONDER, 3-GANG BOX
T = TV, MOUNT SAME HEIGHT AS ADJACENT RECEPTACLE
DOME LIGHT, CEILING MOUNTED.
WANDERING PATIENT DEVICE; MOUNT PER DWGS.
xxx INDICATES THE FOLLOWING:
KP = KEYPAD
RX = RECIEVER
WANDER ALERT SENSOR; MOUNT ABOVE CEILING.
xx INDICATES THE FOLLOWING: ML=MAG LOCK; DC= DOOR CONTACT.
Nx
N
Wxx
W
46"
42"
GROUND
FIRE ALARM HORN/STROBE (COMBINATION) (WALL OR CEILING
MOUNTED). xx INDICATES THE FOLLOWING: WG=WIRE GUARD;
WP=WEATHER PROOF
RECEPTACLES WITH GROUND FAULT CIRCUIT INTERRUPTER
PUSHBUTTON - WALL MOUNTED.
33" EXTERIOR
42" INTERIORADA
PT#
WALL MOUNTED FURNITURE FEED.J 18"
S
xx
S
xx
18"
B
F
TOP AT
62 ± 2" AFF
46"
18"
I
INTERCOM. x INDICATES THE FOLLOWING: M = MASTER STATION. IC =
REFER TO A/V SYMBOLS. HS = REFER TO A/V SYMBOLS.
(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).
xx TOP AT
46" AFF
J CORD REEL / CORD AND PLUG SET - CEILING MOUNTED. SEE PLANS
FOR MORE INFORMATION.
POLE MOUNTED SITE LUMINAIRE - PEDESTRIAN OR BOLLARD STYLE.
S
MULTI-LENS SURVEILLANCE CAMERA.
(WALL OR CEILING MOUNTED, 1"C. BUSHED EMT TO ACCESSIBLE
CEILING).
S
WALL PHONE COMMUNICATIONS OUTLET: (1" BUSHED EMT TO
ACCESSIBLE CEILING SPACE). SEE DETAIL SHEETS
W
A DISTRIBUTED ANTENNA SYSTEM (DAS) ANTENNA.CLG
46"
WALL MOUNT DATA OUTLET FOR ROOM SCHEDULING EQUIPMENT.
REFER TO DETAILS.
RS 46"
SCRK
SI
SVI
VIDEO INTERCOM WITH INTEGRATED DOOR RELEASE; MOUNT WITH
ACTIVATION BUTTON AT MAXIMUM 48" (BUTTON LOCATION VARIES BY
DEVICE MANUFACTURER). WALL MOUNT, 1" CONDUIT TO ACCESSIBLE
CEILING. REFER TO DETAIL.
I = INTERCOM; VI = VIDEO INTERCOM;
SCS CONTROL SWITCH - INTERVIEW ROOM ACTIVITY. REFER TO DETAIL. 46"
SIL INDICATOR LIGHT - INTERVIEW ROOM ACTIVITY. REFER TO DETAIL.SIL
F S-CO
F S-H
FIRE ALARM SPEAKER/STROBE (COMBINATION) (WALL OR CEILING
MOUNTED). xx INDICATES THE FOLLOWING: WG=WIRE GUARD;
WP=WEATHER PROOF
84", CLNGFF
xx xx
SS
FFxxxx
SS
FIRE ALARM SPEAKER (WALL OR CEILING MOUNTED).
xx INDICATES THE FOLLOWING: WG=WIRE GUARD;
WP=WEATHER PROOF
84", CLNG
84", CLNG
84", CLNG
xx
DESCRIPTIONSYMBOL MOUNTING
HEIGHT
AUDIO / VIDEO DEVICES
18"MM
MICROPHONE OUTLET ( WALL, CEILING, OR HANGING).
HA = HANGING, 1 GANG J-BOX AT CEILING DECK OR AS NOTED.
(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).
18"A AUXILIARY INPUT CONNECTOR.
(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).
TV
COMMUNICATIONS OUTLET FOR TV (WALL OR CEILING). (BUSHED
EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED).
# = SEE DETAIL SHEETS.
TV
#
#
TV/VIDEO CAMERA, CLOSED CIRCUIT.
(WALL OR CEILING MOUNTED, (1"C. BUSHED EMT TO ACCESSIBLE
CEILING). MOUNT PER DRAWINGS. CAMERA BY OTHERS.
C C
60"
AVAVR-#
AVAVR-#A/V FLOOR MOUNTED EQUIPMENT CABINET. REFER TO A/V DETAILS.
AVR-# DENOTES RACK NUMBER.
A/V WALL OR DESK MOUNTED EQUIPMENT RACK OR CABINET. REFER
TO A/V DETAILS. AVR-# DENOTES RACK NUMBER.
CEILING OR WALL MOUNTED A/V JUNCTION BOX. REFER TO KEYNOTE
FOR DIMENSIONS AND ADDITIONAL INFORMATION.J
JAV
AV
A/V CONTROL PANEL (TOUCHSCREEN OR BUTTON PANEL),
WALL MOUNTED. REFER TO KEYNOTE.AVCP 56" / VERIFY
M
HA
A/V WALL INPUT WALLPLATE/TRANSMITTER.
REFER TO A/V DETAILS.AVWP
A/V INPUT IN FURNITURE.
REFER TO A/V DETAILS.AV
18"
A/V TECH I/O PANEL (NUMBER). REFER TO A/V PANEL DETAILS FOR
DIMENSIONS AND ADDITIONAL INFORMATION.AVTP-#
ANTENNA J-BOX/WALLPLATE, 1-GANG, FOR WIRELESS MICS OR A.L.S.
REFER TO A/V WALLPLATE DETAILS.AVANT
PRODUCTION P/T/Z CAMERA AND J-BOX/WALLPLATE.
REFER TO A/V WALLPLATE DETAILS.AVCAM
CEILING OR WALL-MOUNT PROJECTOR.
REFER TO A/V DETAILS.P
P
PROJECTION SCREEN - LOW VOLTAGE CONNECTIONSC
PRODUCTION INTERCOM HEADSET STATION.
PRODUCTION INTERCOM OUTLET WALLPLATE.
REFER TO A/V WALLPLATE DETAILS.
IHS
IIC
CEILING OR WALL-MOUNT A/V SPEAKER. FLUSH-MOUNT.
Z: ZONE #.S
S
AV
AV Z-#
Z-#
CEILING MOUNTED A/V SPEAKER. PENDANT MOUNT.
Z: ZONE #.SAV/P Z-#
SUSPENDED SPEAKER ENCLOSURE OR ARRAY, AND RIGGING. REFER
TO A/V DETAILS.S
RECESSED CABLE ENCLOSURE IN FURNITURE.CC
A. INSTALL CONCEALED CONDUIT WITH FLUSH J.B.'S IN W ALLS AND CEILINGS
UNLESS NOTED OTHERWISE. IN FINISHED AREAS WITH INACCESSIBLE
WALLS OR CEILINGS, PROVIDE SURFACE (WIREMOLD) RACEW AY; PAINT TO
MATCH COLOR OF ADJACENT WALL OR CEILING.
B. RACEWAYS SHALL CONTAIN A GROUNDING CONDUCTOR.
C. CIRCUITS SUPPLYING LINE TO NEUTRAL LOADS SHALL HAVE DEDICATED
NEUTRALS, i.e. ONE NEUTRAL PER PHASE. NEUTRAL CONDUCTORS SHALL
HAVE TRACER STRIPE ALONG ENTIRE LENGTH INDICATING ASSOCIATED
PHASE.
D. BUILDING CONDUCTORS SHALL BE THWN/THHN. CONDUCTORS IN
UNDERGROUND CONDUIT OUTSIDE OF BUILDINGS SHALL BE XHHW.
E. NUMBERS AT RECEPTACLES AND LIGHT FIXTURES CORRESPOND DIRECTLY
WITH PANELBOARD CIRCUIT NUMBERS AS SCHEDULED. BRANCH CIRCUIT
WIRING AND HOMERUNS ARE NOT SHOWN FOR CLARITY. ACCURATE
RECORD DRAWING INFORMATION IS TO BE PROVIDED AT THE PROJECT
COMPLETION. TYPICAL THROUGHOUT. REFER TO SPECIFICATIONS FOR
MATERIALS AND INSTALLATION REQUIREMENTS.
F. REFER TO CONTRACT DOCUMENTS FOR SEQUENCE OF CONSTRUCTION AND
PHASING OF THE CONTRACT.
G. SWITCHES SHALL BE MOUNTED PER ADA REQUIREMENTS, 46" AFF. UNLESS
OTHERWISE NOTED, RECEPTACLES AND TELECOMMUNICATION OUTLETS IN
FINISHED AREAS SHALL BE MOUNTED 18" AFF. RECEPTACLES IN UN-
FINISHED SPACES SHALL BE MOUNTED AT 46" OR 4" ABOVE WORK SURFACE.
COORDINATE RECEPTACLE MOUNTING HEIGHTS WITH MILLWORK
LOCATIONS, ARCHITECTURAL ELEVATIONS, AND MASONRY COURSING.
H. CRITICAL DEVICES / EQUIPMENT, INCLUDING TELEPHONE, COMPUTER,
SECURITY, AND FIRE ALARM, AFFECT ASSOCIATED SYSTEMS BUILDING-
WIDE. THESE SYSTEMS MUST REMAIN OPERATIONAL DURING THE
CONSTRUCTION. INDIVIDUAL DEVICES MAY BE DISCONNECTED AND/OR
RECONNECTED DURING CONSTRUCTION. COORDINATE POWER OUTAGES
WITH OWNER. PROVIDE TEMPORARY PANEL(S) AND/OR CIRCUIT(S) AS/IF
NECESSARY TO MAINTAIN CONTINUITY. PROTECT FROM PHYSICAL AND DUST
DAMAGE.
I. THE BUILDING SHALL MAINTAIN POWER THROUGHOUT THE CONSTRUCTION
PROCESS. COORDINATE ENERGIZATION OF NEW EQUIPMENT AND THE
CORRESPONDING RECONNECTION OF EXISTING AFFECTED ELECTRICAL
DISTRIBUTION EQUIPMENT.
J. SEE RELATED PLUMBING AND HVAC DRAWINGS FOR LOCATION OF
EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. COORDINATE
INTERCONNECTION REQUIREMENTS WITH EQUIPMENT SHOP DRAWINGS.
K. WIRING FOR MISCELLANEOUS HVAC DEVICES AND CONTROLLERS SUCH AS
DAMPER MOTORS, THERMOSTATS, DUCT SMOKE DETECTORS,
FREEZESTATS, DIFFERENTIAL PRESSURE SWITCHES, OCCUPIED AND
UNOCCUPIED SELECTOR SWITCHES, ALARM LIGHTS, ETC., NOT SHOWN ON
ELECTRICAL DRAWINGS IS DIVISION 23 WORK.
L. FIELD VERIFY EXISTING CONDITIONS. DISCREPANCIES BETWEEN THE
DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO BIDS.
M. MAINTAIN EXISTING CIRCUIT CONTINUITY ON ALL SYSTEMS ON THE SITE
THAT ARE EXISTING TO REMAIN.
N. PROVIDE ALL CONDUIT HOMERUNS AS 3/4"C. MIN.
O. COORDINATE ALL WORK WITH OTHER CONTRACTORS AND OWNER.
P. ALL CUTTING AND PATCHING FOR DIV. 26 WORK SHALL BE UNDER
SUPERVISION AND APPROVAL OF ARCHITECT.
Q. REMOVE AND/OR REINSTALL ELECTRICAL DEVICES IN ALL AREAS OF WORK
AS REQUIRED AND REPLACE ANY ELECTRICAL DEVICES DAMAGED BY WORK.
NOT ALL DEVICES MAY BE SHOWN ON DRAWINGS.
R. PROVIDE ALL BOXES, FITTINGS, CONDUIT, WIRING, TERMINATIONS,
EQUIPMENT, ETC, FOR A COMPLETE INSTALLATION.
S. BRANCH 20A CIRCUIT CONDUCTORS SHOULD BE SIZED AS FOLLOWS:
GENERAL ELECTRICAL NOTES
120V CCT LENGTH 277V CCT LENGTH AWG
< 75' < 130' 12
75' - 120' 130' - 215' 10
120' - 200' 215' - 330' 8
ELECTRICAL DRAWINGS
F
E
D
C
B
A
1 2 3 4 5 6 7 8
E
MN
Check:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota
Scale:
Date
2/19/2025 4:10:56 PMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 Otsego New Cold Storage (R22).rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 Otsego New Cold Storage (R22).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
E0.00
ELECTRICAL
SYMBOLS AND
ABBREVIATIONS
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JM
SH
02/14/2025
242209
02/14/2025
SITHA CHHUM
54883
E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS
E1.00 ELECTRICAL LIGHTING PLAN
E2.00 ELECTRICAL POWER & SYSTEMS PLANS
E3.00 ELECTRICAL DETAILS
Revisions
Description Date Num
GENERAL SHEET NOTES
44
4A. SOME NOTES MAY NOT APPLY TO THIS SHEET.
B. ELECTRICAL CONTRACTOR SHALL BE
RESPONSIBLE FOR WIRING ALL ELECTRICAL
ITEMS SHOWN ON THIS DRAWING.
C. ALL MOUNTING HEIGHTS FOR LIGHTING
FIXTURES ARE TO THE BOTTOM OF THE
FIXTURES UNLESS INDICATED OTHERWISE.
D. SEE ARCHITECTURAL EXTERIOR ELEVATIONS
FOR MOUNTING HEIGHTS OF EXTERIOR
LIGHTING FIXTURES.
E. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR
SWITCHING INTENT OF FIXTURES AND CONTROL
OF DEVICES.
F. PROVIDE PROPER NUMBER OF CONDUCTORS TO
ACHIEVE CIRCUITING AND SWITCHING SHOWN.
G. CIRCUIT NUMBERS AT DEVICES CIRCUIT
NUMBERS SHOWN ARE FOR SCHEMATIC
PURPOSES AND ARE FOR DISTINGUISHING
CIRCUITS. RECORD AS-BUILT CIRCUITING IN A
TYPED AND DATED PANELBOARD SCHEDULE.
BRANCH CIRCUITS SHALL BE SIZED ACCORDING
TO THE CIRCUIT BREAKER RATING, UNLESS
INDICATED OTHERWISE ON THE ELECTRICAL
EQUIPMENT SCHEDULE.
NORMAL OPERATING LIGHT
FIXTURE. FEED FIXTURE USING
EXISTING LIGHTING CIRCUITRY
FROM NORMAL PANEL.
A NL
rl-1ab
FIXTURE TYPE
FIXTURE NOTES
RELAY #/
PANEL CIRCUIT #
SWITCHING SCHEME
1. MAXIMUM ALLOWABLE WATTAGE FOR A
LIGHTING CIRCUIT WILL NOT EXCEED 3500
(277V) OR 1600 (120V) WATTS.
EMERGENCY LIGHTING UNIT
AND EXIT LIGHT. FEED FROM
INTEGRAL BATTERY.
MARK LUMINAIRE TYPE LUMEN/WATTS VOLTAGE MOUNTING LENS/LOUVER OTHER REQUIREMENTS MANUFACTURERS' SERIES NOTES MARK SPARE
C1 4' LINEAR LED STRIPLIGHT LED
5000 LUMENS
32W
MVOLT SUSPENDED OR
SURFACE
MOUNT
ROUND DIFFUSE
ACRYLIC LENS
0-10V DIMMING DRIVER
WHITE FINISH, POST PAINTED
DLC CERTIFIED
WET LOCATION RATED
LITHONIA CLX SERIES
METALUX SNLED SERIES
COLUMBIA MPS SERIES
C1
ELITE 4-OEC-LED SERIES
E1 EXIT LIGHT - SINGLE FACE
THERMOPLASTIC
INTEGRATED EMERGENCY LIGHTING
LED
<5W
MVOLT UNIVERSAL
MOUNT
RED OPTICAL
DIFFUSER
SINGLE FACE WITH DIRECTION CHEVRON
KNOCKOUTS
MATTE WHITE THERMOPLASTIC HOUSING
EMERGENCY BATTERY PACK, SELF
DIAGNOSTIC
LITHONIA LHQM-LED SERIES
SURE LITES APC SERIES
DUAL LITE EVC SERIES
E1
LIGHTALARMS UQLX SERIES
WW1 EXTERIOR WALL FIXTURE, WITH
COMBINATION INTEGRAL OCC.
SENSOR/DAYLIGHT SENSOR TO DIMM
TO 10% LUMEN LEVEL WHEN ACTIVITY IS
NOT DETECTED. LIGHT SHALL BE
COMPLETED TURNED OFF BY THE
DAYLIGHT SENSOR DURING DAY TIME.
LED 4000+
LUMENS
4000K
45W
MVOLT WALL MOUNT
(SEE ARCH
EXTERIOR
ELEVATIONS
FOR MOUNTING
HEIGHTS)
POLYCARBONATE
LENS
DIE-CAST ALUMINUM HOUSING
DARK BRONZE FINISH
TYPE IV DISTRIBUTION
LITHONIA WST SERIES
SPAULDING TRP2 SERIES
MCGRAW IST SERIES
WW1
OR APPROVED EQUAL
WW2 SAME AS WW1 WITH 6000 LUMEN
PACKAGE
LED 6000+
LUMENS
4000K
60W
MVOLT WALL MOUNT
(SEE ARCH
EXTERIOR
ELEVATIONS
FOR MOUNTING
HEIGHTS)
POLYCARBONATE
LENS
DIE-CAST ALUMINUM HOUSING
DARK BRONZE FINISH
TYPE IV DISTRIBUTION
LITHONIA WST SERIES
SPAULDING TRP2 SERIES
MCGRAW IST SERIES
WW2
OR APPROVED EQUAL
EPS EMERGENCY REMOTE BATTERY PACK 55W 120V WALL MOUNT N/A CONSTRUCTED OF HEAVY-DUTY WHITE
POWDER-COAT PAINT FINISH
NICKEL-CADMIUM EMERGENCY BATTERY
PACK
SELF DIAGNOSTIC/REMOTE TEST SWITCH
DUAL LITE LPS SERIES (LPS-55-S-RTSLP)
LIGHTALARM LMILC SERIES
EVENLITE EMS SERIES
EPS
CHLORIDE CM SERIES
OR APPROVED EQUAL
STORAGE
A101
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
E1
WW1 WW2
WW1E1
E1
WW1 WW2
C1
C1
C1
C1
C1
C1
C1
C1
C1
1 1 1 1 1 1
1
1
1
11
11
11
11
1
1 1 1 1 1 1
1
3
1
33
11
33
11
3
3 3 3 3 3 3
3
3
3 3
3
3 3
3
3 3
3
3 3
3
3 3
3
3
5
5
5
5
5
5
5
5
5
55
5
55
NLG11
WW1
5
WW1
5
EPS
EPS
EPS
EPS
EPS
F
E
D
C
B
A
1 2 3 4 5 6 7 8
E
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota
Scale:
Date
2/19/2025 4:10:57 PMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 Otsego New Cold Storage (R22).rvt1/8" = 1'-0"Central: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 Otsego New Cold Storage (R22).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
E1.00
ELECTRICAL
LIGHTING PLAN
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JM
SH
02/14/2025
242209
02/14/2025
SITHA CHHUM
54883
1/8" = 1'-0"
ELECTRICAL LIGHTING PLAND4
Revisions
Description Date Num
GENERAL SHEET NOTES
KEYED SHEET NOTES
GENERAL SCHEDULE NOTESWPWPWP46"
WP
WP
46" 46" 46"46"46"46"46"46"46"46"46"WP
WP
WP46"46"46"46"
J
46"
46"SCRSCRJ
J
J J
J
J
WAP
WAP
W
WD2
D2
S CR
JA. SOME NOTES MAY NOT APPLY TO THIS
SHEET.
B. ALL BOXES, CONDUIT AND WIRING TO BE
CONCEALED. NO EXPOSED BOXES, CONDUIT
AND WIRING SHALL BE ALLOWED UNLESS
NOTED OTHERWISE.
C. COORDINATE DEVICE LOCATIONS WITH
OTHER TRADES INCLUDING HVAC
EQUIPMENT, DUCTWORK, SPRINKLER PIPING
AND BUILDING STRUCTURAL MEMBERS.
D. NO MULTI-BRANCH CIRCUIT ALLOWED.
PROVIDE A SEPARATE NEUTRAL WITH EACH
CIRCUIT.
E. VERIFY LOCATIONS AND ROUGH-IN
REQUIREMENTS OF ALL OWNER FURNISHED
EQUIPMENT PRIOR TO ROUGH-IN.
F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR
SWITCHING INTENT OF FIXTURES AND
CONTROL OF DEVICES.
G. GFCI RECEPTACLES SHALL BE WIRED TO
PROTECT ONLY THE DEVICES IN THAT
OUTLET BOX. DOWNSTREAM DEVICES
SHALL NOT BE PROTECTED BY GFCI.
H. CIRCUIT NUMBERS SHOWN ARE FOR
SCHEMATIC PURPOSES AND ARE FOR
DISTINGUISHING CIRCUITS. RECORD AS-
BUILT CIRCUITING IN A TYPED AND DATED
PANELBOARD SCHEDULE.
I. ALL RECEPTACLES TO BE TAMPER
RESISTANT.
J. SEE BRANCH CIRCUIT CONDUCTOR SIZING
SCHEDULE ON SHEET E0.00.
1. MOTOR LOCATED ON ROOF ABOVE.
COORDINATE INSTALLATION WITH MECHAINCAL
CONTRACTOR.
2. PROVIDE POWER AND CONNECTIONS BETWEEN
OVERHEAD DOOR AND UNDERGROUND LOOP
DETECTOR. REFER TO ARCH FOR OVERHEAD
DOOR AND LOOP DETECTOR INFORMATION.
COORDINATE EXACT LOCATION WITH
ARCHITECT.
3. PROVIDE 120/1P CONNECTION FOR CO/NO
DETECTOR POWER SUPPLY. PROVIDE
120VAC/24VDC TRANSFORMER. DIVISION 26 TO
PROVIDE ALL INTERCONNECTIONS. COORDINATE
FULL REQUIREMENTS AND WORK WITH
MECHANICAL CONTRATOR PRIOR TO ROUGH-IN.
4. PROVIDE INTERLOCKING WIRING BETWEEN
CO/NO2 SENSOR, OUTSIDE AIR DAMPERS, AND
EF-1. WHEN ANY OF THE AIR QUALITY SENSORS
ARE OUTSIDE OF THEIR ACCEPTABLE LIMITS,
EF-1 SHALL START. BOTH OUTSIDE AIR DAMPERS
AND EF-1 DAMPER SHALL BE FULLY OPEN WHEN
THE FANS START, AND CLOSED WHEN THE FAN
STOPS. AIR QUALITY SENSOR SHALL DETERMINE
THE OPENING AND CLOSING OF THE DAMPERS
AND STARTING AND STOPPING THE FAN.
PROVIDE HOA STARTER IN AN EASILY
ACCESSIBLE LOCATION, COORDINATE WITH
OWNER PRIOR TO INSTALL. COORDINATE WITH
MCHANCIAL. SEE M1.10 FOR MORE.
5. EXISTING GE SPECTRA SERIES MAIN
SWITCHBOARD LOCATED IN PUBLIC WORKS
BUILDING. FIELD VERIFY EXACT LOCATION FOR
FEEDER LENGTH. ASSUME 750 FEET OF
FEEDERS. UTILIZE EXISTING 200A SWITCH.
COORDINATE FINAL EXTERIOR FEEDER/CONDUIT
ROUTE WITH CIVIL FOR CUTTING AND PATCHING.
A. OBTAIN SHOP DRAWINGS OF EQUIPMENT
AND COMPARE CONNECTION, LOAD, AND
VOLTAGE INFORMATION TO CONTRACT
DOCUMENTS BEFORE INSTALLING FEEDER
CONDUITS. NOTIFY ARCHITECT OF ANY
DISCREPANCIES. BEFORE MAKING
EQUIPMENT POWER CONNECTIONS,
COMPARE EQUIPMENT NAMEPLATE DATA TO
SHOP DRAWINGS AND CONTRACT
DOCUMENTS. NOTIFY ARCHITECT/ENGINEER
OF ANY DISCREPANCIES.
B. PROVIDE RK1 FUSING FOR FUSIBLE
DISCONNECTS SIZED AT 130% OF MOTOR
FLC.
C. SIZE OVERLOAD PROTECTION BASED ON
ACTUAL NAMEPLATE DATA OF EQUIPMENT.
D. MANUAL MOTOR STARTERS (MMS) TO BE
SQUARE D FRACTIONAL HP MANUAL
STARTERS WITH MELTING ALLOY TYPE
THERMAL OVERLOAD OR APPROVED EQUAL.
PROVIDE TOGGLE SWITCH WITH HANDLE
GUARD AND RED PILOT LIGHT. DIV 26 TO PROVIDE
ALL CONTROL WIRING.
E. WHEN STARTERS ARE PROVIDED BY ELEC
PROVIDE A NON-REVERSING FVNR
COMBINATION STARTER WITH FUSIBLE
DISCONNECT UNLESS NOTED OTHERWISE.
PROVIDE 120V CONTROL CIRCUIT WITH
TRANSFORMER, (2) AUXILIARY CONTACTS,
HOA SELECTOR SWITCH AND RED RUNNING
PILOT LIGHT.
F. ALL FUSE SIZES/BREAKER TRIPS ARE ESTIMATED
CONTRACTOR TO FIELD VERIFY INSTALLED
MOTOR REQUIREMENTS.
OHD-1
OHD-2
STORAGE
A101
EF-1
NLG11
1
2
2
12,14,16
10
8
2 2
2
2
4
4
44
6 6 6 6 6
11
11
11
999 13,1599
7
7
7
7
CO/NO2
DETECTOR
CO/NO2
DETECTOR
17
17
3
3 MOTORIZED
DAMPERS
18
MOTORIZED
DAMPERS
18
MOTORIZED
DAMPERS
18
4
4
4
4
4
4
CO/NO2
DETECTOR
17
3
4
MAIN LEVEL
480/277V
MSB-EX MCB
SPD
208/120V
200A
NLG11
STORAGE A101OTSEGO PUBLIC
WORKS
ELECTRICAL
ROOM
5
(2) 2.5"C, 4#250+1#2G
3 PHASE FEEDER SCHEDULE (COPPER)
FEEDER 3W FEEDER 4W
ID (NO NEUTRAL) (WITH NEUTRAL)
(AMPS)CONDUIT-PHASE-GROUND CONDUIT-PHASE-GROUND
20A (1) 1/2"C, 3#12+1#12G (1) 1/2"C, 4#12+1#12G
30A (1) 3/4"C, 3#10+1#10G (1) 3/4"C, 4#10+1#10G
40A (1) 3/4"C, 3#8+1#10G (1) 3/4"C, 4#8+1#10G
50A (1) 1"C, 3#6+1#10G (1) 1"C, 4#6+1#10G
60A (1) 1.25"C, 3#4+1#8G (1) 1.25"C, 4#4+1#8G
80A (1) 1.25"C, 3#3+1#8G (1) 1.25"C, 4#3+1#8G
100A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G
125A (1) 1.5"C, 3#1+1#6G (1) 1.5"C, 4#1+1#6G
150A (1) 1.5"C, 3#1/0+1#6G (1) 1.5"C, 4#1/0+1#6G
175A (1) 1.5"C, 3#2/0+1#6G (1) 2"C, 4#2/0+1#6G
200A (1) 2"C, 3#3/0+1#6G (1) 2"C, 4#3/0+1#6G
225A (1) 2"C, 3#4/0+1#4G (1) 2.5"C, 4#4/0+1#4G
250A (1) 2"C, 3#250+1#4G (1) 2.5"C, 4#250+1#4G
300A (1) 2.5"C, 3#350+1#4G (1) 3"C, 4#350+1#4G
400A (2) 2"C, 3#3/0+1#3G (2) 2"C, 4#3/0+1#3G
500A (2) 2"C, 3#250+1#2G (2) 2.5"C, 4#250+1#2G
600A (2) 2.5"C, 3#350+1#1G (2) 3"C, 4#350+1#1G
800A (3) 2.5"C, 3#300+1#1/0G (3) 2.5"C, 4#300+1#1/0G
1000A (3) 3"C, 3#400+1#2/0G (3) 3"C, 4#400+1#2/0G
1200A (4) 3"C, 3#350+1#3/0G (4) 3"C, 4#350+1#3/0G
1600A (5) 3"C, 3#400+1#4/0G (5) 3"C, 4#400+1#4/0G
2000A (6) 3"C, 3#400+1#250G (6) 3"C, 4#400+1#250G
2500A (7) 3"C, 3#500+1#350G (7) 3"C, 4#500+1#350G
3000A (8) 3"C, 3#500+1#400G (8) 3.5"C, 4#500+1#400G
GENERAL NOTES:
A. THE ABOVE FEEDER SCHEDULE IS A SCHEDULE OF TYPICAL FEEDERS AND SOME SIZES MAY NOT BE UTILIZED.
B. CONDUCTOR AMPACITIES ARE BASED ON TABLE 310-15 OF THE NEC FOR COPPER CONDUCTOR AT 60 DEG C FOR 100A
AND BELOW. AMPACITIES ARE BASED ON 75 DEG C FOR 125A AND ABOVE.
C. FEEDER SIZES SHOWN ON THE RISER DIAGRAM INDICATE FEEDER AMPACITIES AND DO NOT NECESSARILY CORRESPOND
TO CIRCUIT BREAKER AMPACITIES. CERTAIN FEEDERS MAY BE SIZED FOR THE DURATION FACTORS REQUIRED BY CODE
AND/OR ARE OVERSIZED FOR VOLTAGE DROP.
D. WHERE PARALLEL CONDUITS ARE INDICATED FOR A SINGLE FEEDER, EACH CONDUIT SHALL CONTAIN PHASE, NEUTRAL,
AND GROUND CONDUCTORS INDICATED.
E. CONDUIT ABOVE GRADE INDOORS SHALL BE EMT. CONDUIT ABOVE GRADE OUTDOORS SHALL BE GALVANIZED IMC OR
RMC.
F. EMT USED FOR PURPOSES OF SIZING CONDUIT. CONTRACTOR TO UPSIZE CONDUIT IF DIFFERENT THAN EMT.
F
E
D
C
B
A
1 2 3 4 5 6 7 8
E
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota
Scale:
Date
2/19/2025 4:10:57 PMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 Otsego New Cold Storage (R22).rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 Otsego New Cold Storage (R22).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
E2.00
ELECTRICAL
POWER &
SYSTEMS PLANS
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JM
SH
02/14/2025
242209
02/14/2025
SITHA CHHUM
54883
N.T.S.
RISER DIAGRAME5
1/8" = 1'-0"
ELECTRICAL POWER & SYSTEMS PLAN - MAIN LEVELC4
MOTOR SCHEDULE
LOAD INFORMATION CONDUIT WIRE QUANTITY AND SIZE WIRE TYPE STARTER DISCONNECT CTRL'S NOTES MTR
MTR DESCRIPTION LOC LOAD UNIT VOLTAGE PANEL SET(S)SIZE TYPE P+N PHASE NEUT GND TYPE INSUL SUPPLIED INSTALLED SIZE LOC SUPPLIED INSTALLED TYPE TYPE LOC BY
EF-1 EXHAUST FAN ROOF 3 HP 208/3 MAIN 1 3/4"EMT 3 12 AWG 12 AWG CU THHN ELEC ELEC SIZE 0 MTR ELEC ELEC NFS 30A MTR MECH EF-1
OHD-1 OVERHEAD DOOR STORAGE A101 1 HP 120/1 MAIN 1 3/4"EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 20A MTR MECH OHD-1
OHD-2 OVERHEAD DOOR STORAGE A101 1 HP 120/1 MAIN 1 3/4" EMT 2 12 AWG 12 AWG 12 AWG CU THHN ELEC ELEC MTR ELEC ELEC MMS 20A MTR MECH OHD-2
NOTES:
Load Types (LT): COOL - Summer Cooling, ELEV- Elevator, EQ - Equipment, EX -Existing, GND - Grounding, HEAT - Winter Heating, KTCH-
Kitchen, L MTR - Largest Motor, LTG -Lighting, MTR - Motor, RCPT - Receptacle
Breaker Types (BT): AF = Arc Fault, GF = Ground Fault Circuit Interrupt, GE = Ground Fault Equipment Protection (30mA), SH = Shunt Trip, EX
= Existing, NX = New Breaker For Existing Panel, M = Metered
GENERAL LIGHTING 345 VA 125.00% 431 VA EST. DEMAND CURRENT:58 A
RCPT 10704 VA 96.71% 10352 VA CONNECTED CURRENT:55 A
Other 1500 VA 100.00% 1500 VA ESTIMATED DEMAND:20829 VA
MTR 4800 VA 114.58% 5500 VA CONNECTED LOAD:19753 VA
LTG 2719 VA 125.00% 3399 VA
LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS
TOTAL AMPS:51 A 54 A 60 A
TOTAL LOAD:6 kVA 6 kVA 7 kVA
53 -- -- -- -- -- 0.0 0.0 1 20 A -- SPARE 54
51 -- -- -- -- -- 0.0 0.0 -- -- -- -- -- 52
49 SPARE -- 30 A 3 0.0 0.0 -- -- -- -- -- 50
47 SPARE -- 20 A 1 0.0 0.0 3 20 A -- SPARE 48
45 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 46
43 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 44
41 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 42
39 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 40
37 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 38
35 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 36
33 -- -- -- -- -- 0.0 0.0 -- -- -- -- -- 34
31 SPARE -- 20 A 2 0.0 0.0 2 20 A -- SPARE 32
29 -- -- -- -- -- 0.0 0.0 -- -- -- -- -- 30
27 SPARE -- 20 A 2 0.0 0.0 -- -- -- -- -- 28
25 -- -- -- -- -- 0.0 0.0 3 20 A -- SPARE 26
23 SPARE -- 20 A 2 0.0 0.0 1 20 A -- SPARE 24
21 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 22
19 SPARE -- 20 A 1 0.0 0.0 1 20 A -- SPARE 20
17 CO/NO DET POWER... RCPT 20 A 1 1.1 1.5 1 20 A Other MOTORIZED DAMPERS 18
15 -- -- -- -- -- 0.3 0.9 -- -- -- -- -- 16
13 SOUTH WALL SPECIAL... RCPT 20 A 2 0.3 0.9 -- -- -- -- -- 14
11 EAST RCPTS RCPT 20 A 1 1.1 0.9 3 20 A MTR EF-1 12
9 SOUTH RCPTS RCPT 20 A 1 1.8 1.0 1 20 A MTR OHD-1 10
7 WEST RCPTS RCPT 20 A 1 1.4 1.0 1 20 A MTR OHD-2 8
5 COVERED LTG /... LTG;... 20 A 1 0.9 1.8 1 20 A RCPT NORTH RCPTS 6
3 SOUTH LIGHTING LTG 20 A 1 1.1 1.4 1 20 A RCPT N/E EXTERIOR RCPTS 4
1 NORTH LIGHTING LTG 20 A 1 1.1 1.4 1 20 A RCPT S/E EXTERIOR RCPTS 2
# BT LOAD DESCRIPTION LT BKR P A B C P BKR LT LOAD DESCRIPTION BT #
FED FROM:
BUS AMPS:200 A
MAINS AMPS:200 A
MAINS TYPE:MCB SPECIAL:SPD
MOUNTING:SURFACE A.F.C:65kAIC
LOCATION:STORAGE A101 VOLTAGE:208Y/120 V. 3 ø 4 W.
PANELBOARD: NLG11
Revisions
Description Date Num
PANEL NAME
VOLTAGE AND PHASE
FEEDER
FED FROM
SWITCHBOARDS AND PANELBOARDS
NOTE
A. PROVIDE LABELS FOR ALL ELECTRICAL EQUIPMENTS BEING INSTALLED,
INCLUDING SWITCHBOARDS, PANELBOARDS, SAFETY SWITCHES,
TRANSFORMERS, ETC.
B. FEEDER TO BE IN THE FOLLOWING FORM: (1) 1/2"C, 2#12+1#12G.
C. PROVIDE WHITE LETTERS ON BLACK BACKGROUND FOR EQUIPMENT ON
NORMAL POWER.
D. PROVIDE WHITE LETTERS ON RED BACKGROUND FOR EQUIPMENT ON
EMERGENCY POWER.
E. VERIFY ACCURACY OF ALL INFORMATION WITH ENGINEER PRIOR TO
FABRICATION. 0.30" TYP 0.02" TYPENGRAVED PLASTIC LABEL 6" X 3", TYPICAL.
SECURE WITH ADHESIVE OR SCREWS, TYPICAL.
XFMR NAME
PRIMARY & SECONDARY VOLTAGE.
FEEDER
FED FROM
TRANSFORMERS
0.30" TYP 0.02" TYPEQUIPMENT ID
VOLTAGE AND PHASE
AMPS/POLES/FUSE SIZE & TYPE
FED FROM
SAFETY SWITCHES
0.30" TYP 0.02" TYPFEEDER
DATA
FA BAS
HAND MARK CMU WALL WITH
PERMANENT MARKER TO
INDICATE PURPOSE OF EACH
SLEEVE.
PROVIDE BUSHED 2" EMT SLEEVE. PROVIDE
ADDITIONAL SLEEVES AS REQUIRED IN HEAVILY
CABLED AREAS.
PROVIDE (2)
BUSHED 3/4"
EMT SLEEVES
• PROVIDE FIRE AND/OR SOUND
CANCELING AT EACH CONDUIT AT
COMPLETION OF CABLING.
• CENTER IN CMU BLOCK ABOVE
DOOR WHEN APPLICABLE.
GENERAL NOTES
MISC
S
DOOR CONTACT BY OTHERS
ACCESSIBLE CEILING (OR STRUCTURAL
CEILING IF NO ACCESSIBLE CEILING PRESENT)
ELECTRIC POWER TRANSFER (EPT) BY
OTHERS
LOW VOLTAGE CABLING TO NEAREST
SECURITY PANEL.
DC
HINGED SIDE
1/2" CONDUIT FOR PANIC HARDWARE
1/2" CONDUIT FOR DOOR CONTACT. PROVIDE REMOVABLE
FOAM IN DOOR FRAME TO ALLOW FUTURE DEVICE
INSTALLATION AND ACCESS TO CONDUIT AFTER GROUT
INSTALLED INTO DOOR FRAME.PANIC HARDWARE OR ELECTRIC LOCK (EL)
BY OTHERS
S
CR
SINGLE GANG BOX FOR CARD READER.40"
3/4" CONDUIT FOR CARD READER
CABLING TO FIRE ALARM PANEL IF EGRESS DOOR
NOTES:
1. ALL EMPTY RACEWAY AND WORK BY DIV. 26. DEVICES MAY BE BY OTHERS WHERE INDICATED.
2. BUSH ALL ENDS AND PROVIDE PULL STRING IN EACH CONDUIT.
3. PROVIDE BLANK STAINLESS STEEL COVERPLATE ON ALL UNUSED BACKBOXES.
4" SQUARE JUNCTION BOX WITH COVER PLATE.
DOOR POWER SUPPLY/CONTROLLER BY OTHERS .
S
ES
ELECTRIC STRIKE BY OTHERS
1/2" CONDUIT FOR ELECTRIC STRIKE
S
EL
120V POWER WHERE INDICATED ON POWER PLANS
CONDUIT, SEE RISER FOR
SIZES AND QUANTITIES (TYP)
CRUSHED STONE 6" MIN
6" WIDE ORANGE DETECTABLE
WARNING TAPE 12" BELOW GRADE
FINISHED GRADE
COMPACTED
ENGINEERED FILL
(TYP)
24" MIN
BOTTOM OF TRENCH
NOTES:
1. PROVIDE PULL LINE IN EACH SPARE CONDUIT.
2. PROVIDE WUNPEECE DUCT SPACERS WITH 2" SPACING BETWEEN
CONDUITS. PROVIDE 6' O.C. TO MAINTAIN CONDUIT SPACING,
BEGINNING 1'-0" FROM END OF DUCT.
3. MAINTAIN MINIMUM OF 12" CLEARANCE FROM OTHER UTILITIES
(WATER, FIRE, COMMUNICATION, ETC) THAT ARE LOCATED IN THE
SAME TRENCH.
4. SEE RISER DIAGRAMS FOR QUANTITIES AND SIZES OF EACH
CONDUIT.
2" MIN
2" MIN (TYP)
3" MIN
A. DETAILS TO INDICATE CONDUIT, WIRING AND MOUNTING HEIGHTS. SEE FLOORPLANS FOR LOCATION OF EACH DEVICE.
B. SEE DETAILS ON E7X SERIES FOR ADDITIONAL INFORMATION.
C. DIVISION 26 TO PROVIDE EMPTY CONDUIT WITH PULLSTRINGS, BACKBOXES AND POWER. DIVISION 27 TO PROVIDE ALL OTHER EQUIPMENT
(LABELED WALLPLATE, JACKS, CABLING, ETC) UNLESS INDICATED TO BE PROVIDED BY OTHERS.
D. ALL CABLING TO BE PLENUM RATED.
E. TERMINATE ALL CABLING ON JACK INSERTS UNLESS OTHERWISE NOTED.
F. UTP CABLING FROM EACH JACK INSERT SHALL HOMERUN BACK TO THE MER/TR ROOM INDICATED ON PLANS WITHOUT SPLICES OR TAPS.
CABLE LENGTHS SHALL NOT EXCEED 295'. RE-ROUTE AS REQUIRED IF 295' LIMITATION IS EXCEEDED.
G. PROVIDE BLANK INSERTS FOR ALL UNUSED PORTS.
H. 2- GANG BOX TO BE MINIMUM OF 4 11/16 " X 4 11/16". DEPTH AS INDICATED.
I. LABEL TO BE PER SPECIFICATION AND VERIFIED WITH OWNER.
GENERAL NOTES:
CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE
(PROVIDED BY DIV. 26)
2-GANG, 3" DEEP BOX WITH 1-GANG MUDRING.
BOX PROVIDED BY DIV. 26.
MOUNT AT 18" UNLESS NOTED OTHERWISE.
PROVIDE LABELED COVERPLATE.
SEE SPECIFICATION FOR LABELING
CONVENTION.
90 DEGREE SWEEP WITH NYLON BUSHING ABOVE CEILING.
(PROVIDED BY DIV. 26)
PROVIDE UTP CABLES TO DATA RACK.
QUANTITIES PER INDICATED NUMBER (#).
1"C
DATA OUTLET
(1-4 CABLES)
BLANK INSERT AS REQUIRED.DATA JACK. TYPICAL
(TYPICAL). QUANTITIES PER
INDICATED NUMBER.
D2 D3D1
WAP
PROVIDE (2) CAT 6A CABLE
ROUTED TO
TELECOMMUNICATIONS ROOM
INDICATED ON FLOORPLANS.
PROVIDE SERVICE LOOP ABOVE
NEAREST ACCESSIBLE CEILING
AND COIL IN 'FIGURE EIGHT'
PATTERN. SECURE COIL TO
STRUCTURE ABOVE CEILING
TILE. REFER TO SPECIFICATION
FOR LENGTH OF SERVICE LOOP.
IN EXPOSED AREAS PROVIDE 1"
C. TO JACK.
CAT 6A
MODULAR DATA JACKS
WIRELESS ACCESS POINT DATA JACKS
PLENUM-RATED 2 PORT SURFACE
MOUNT DATA BOX (BISCUIT).
MOUNT TO BAR JOIST ABOVE
ACCESSIBLE CEILING.
PROVIDE LABEL ON DATA BOX.
D4
3. BUILDING AREA
EQUIPMENT DESIGNATIONS
PANELBOARDS
TRANSFORMERS
NLA01
NTA12
1. POWER SYSTEM:
N = NORMAL
E = ESSENTIAL EQUIPMENT
C = CRITICAL
L = LIFE SAFETY
2. VOLTAGE LEVEL
L = 208/120V
H = 480/277V
5. SEQUENTIAL NUMBER
6. TRANSFORMER DESIGNATION
4. BUILDING LEVEL
0 = BOTTOM LEVEL
1 = 1ST FLOOR
2 = 2ND FLOOR
P = PENTHOUSE
7. PREFIXES
MSB = MAIN SWITCH BOARD
SWB = SWITCHBOARD
DP = DISTRIBUTION PANEL
MCC = MOTOR CONTROL CENTER
ATS = AUTOMATIC TRANSFER SWITCH
UPS = UNINTERRUPTIBLE POWER SUPPLY
K = KITCHEN
WITH PREFIX
SWB-NHB21
1 2 3 4 5
1 6 3 4 5
7 1 2 3 4 5
F
E
D
C
B
A
1 2 3 4 5 6 7 8
E
MN
Check:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota
Scale:
Date
2/19/2025 4:10:57 PMAutodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 Otsego New Cold Storage (R22).rvtAs indicatedCentral: Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 Otsego New Cold Storage (R22).rvtCity of Otsego
NEW PUBLIC
WORKS COLD
STORAGE
E3.00
ELECTRICAL
DETAILS
13400 90th Street NE
Otsego, Minnesota 55330
13400 90th Street NE
Otsego, Minnesota 55330
JM
SH
02/14/2025
242209
02/14/2025
SITHA CHHUM
54883
N.T.S.
EQUIPMENT LABELSD7
N.T.S.
CABLING SLEEVES DETAILD1
NTS
TELECOM OUTLET CONFIGURATIONSF4
N.T.S.
DOOR SECURITY ROUGH-INSB4
N.T.S.
UNDERGROUND CONDUIT DETAIL - ELECTRICAL SERVICE AND GENERATORD4
Revisions
Description Date Num
Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/242209 - New PW Cold Storage (R2024) - PFWB.rvt
2/18/2025 11:06:09 AM
City of Otsego
NEW PUBLIC WORKS COLD STORAGE
Comm No: 242209Autodesk Docs://232013 - MN CI Otsego - New Cold Storage/232013 - New PW Cold Storage (R2022).rvt
Unnamed
A5.03
0
1 EXTERIOR AXONOMETRIC - NORTHEAST
0
2 EXTERIOR AXONOMETRIC - NORTHWEST