ADDENDUM NO. 1
Bid Documents
May 18, 2016
Re:
MCC15-03CM
Addendum #1
To:
Bidders and All Others to Whom Bidding Documents have been issued.
All items in this Addendum shall supersede or clarify the Bidding Documents as originally issued. The cost of the Work of
all trades affected by the changes in this Addendum shall be included in the Base Bid or Alternates, on the Proposal Form,
as applicable. Failure to do so may subject the Bidder to disqualification. This Addendum forms a part of the Contract
Documents. It supplements and/or modifies them as follows:
CHANGES TO SPECIFICATIONS:
Item No. 01: Section 00 21 13 – 3.03: Add Content below:
H. Bid forms shall only be obtained from the Construction Manager.
Item No. 02: Section 00 21 13 – 6.01.D. Modify the following information:
1. All Sub-Bid e-mails shall be clearly marked with the Bidder’s Name, applicable Bid Section(s), and “MCC
Advanced HVAC & Electrical Technology Building Bid”
2. Sub-Bids shall be submitted at or before 3:00pm on Wednesday, May 25, 2016.
Item No. 03: Section 01 10 00 – 1.4.A.2: Delete Item.
Item No. 04: Section 01 45 33.1, page 3: Delete Item #2. “Fabricator and Erector Certifications”.
Item No. 05: Section 05 12 00 – 1.6.A. Modify the following information:
A. Qualifications: The steel fabricator and erector conducting the work of this Section shall comply with the
AISC “Specification for Structural Steel Buildings”, the AISC “Code of Standard Practice for Steel Buildings and
Bridges”.
Item No. 06: Section 08 31 00 BSD. See revised specification attached for information regarding manhole covers.
Item No. 06: Section 08 71 00 – 2.18.A. Modify the following information:
4. Note: The Contractor shall submit all Fire Department Lock Box specifications and submittals to the Town of
Manchester Fire Department for approval. Provide written verification of approval, for record to the
Architect.
Item No. 07: Section 09 21 16 – 2.01.D.3. Televisions to be installed by owner. Add the following information:
i.
Other items or equipment furnished by Owner to be wall mounted: Coordinate loads required with owner.
Item No. 08: Section 10 14 25 – 2.01.B.3. Modify the following information:
Lavallee Brensinger Architects | 155 Dow Street, Suite 400 | Manchester, NH 03101 | tel: 603-622-5450 | web: LBPA.com
MCC15-03CM
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Addendum #1
a.
Capacity signs shall be provided for the following spaces: Ground Floor Classroom Block (applicable only
when foldable partition doors are open).
Item No. 09: Section 10 26 01 – 2.01.B. Modify the following information:
A. Mop Room Wall Protection Panels Type 50lb: 0.060” thickness, engineered PETG (non-PVC); manufacturer’s
accessories.
Item No. 10: Section 10 56 13. See modified section attached.
Item No. 12: Section 12 48 13 – 2.01: Mat is to be “MD” Type.
Item No. 11: Section 22 00 00 – 1.12. Modify the following information:
A. All plumbing work shall be installed in accordance with the New Hampshire State Plumbing and Gas Code
and any regulations of the City of Manchester as the apply to the installation. Such laws and ordinances are
to be considered a part of the Specification.
Item No. 12: Section 23 – 2.15: Please note that any manufacturer able to meet the specifications and drawings are
welcome to submit a bid as an equal to the manufacturers listed. Campus integration is not owned in the documents, but
this is a BACnet open system, so any manufacturer with the same system should be able to interface.
Item No. 13: Division 26 00 00: Add Medium-Voltage Cable Sections attached.
Item No. 14: Appendix “A”– Geotechnical Report. Please note the following:
1. The building is primarily a cut. The on-site soils do not meet the slab base course specification attached to
the geotechnical report.
2. Footings may bear on the native, proof-rolled sands.
3. The free draining fill is essentially the chimney drain and serves to relieve hydrostatic pressure against the
walls. The slab base soil is for slab support, and gradation is similar.
4. Remove Appendix D, “Draft Earthwork Specifications”
CHANGES TO DRAWINGS:
Item No. 01: Drawing Sheet C-1: See SKC-01 and clarifications below:
1.
2.
If it is determined in the field that the existing structure DMH 110 can be re-cored to accept the larger
diameter culvert, then the structure may be utilized. However, if it is determined that there is not enough
basin wall available to re-core, then the structure is to be replaced.
The headwall will likely need to be rebuilt/replaced as increasing the diameter of the pipe from 24” to 36”
is not expected to leave enough concrete/wall above the top of the pipe after re-coring. See attached for
added detail. Also see attached for revised length of culvert.
Item No. 02: Drawing Sheet C-2: See SKC-02, which coordinates with revised transformer location.
Item No. 03: Drawing Sheet C-3. See SKC-03, which shows the UGE & C extending to the adjacent utility pole.
MCC15-03CM
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Addendum #1
Item No. 04: Drawing Sheet C-6: Modify erosion control matting (NAG SC-150) to be placed on slopes greater than 3:1.
Reference SKC-04 attached.
Item No. 05: Drawing Sheet C-7: The swale should be constructed/reconstructed to match the existing swale along the
campus access road. See attached SKC-05 for intent.
Item No. 06: Drawing Sheet C-8: Please note the following:
1.
2.
3.
4.
5.
The gas main sleeve was installed during road construction to avoid disturbing the rebuilt campus road.
See attached SKC-06 for added concrete headwall detail.
See attached SKC-07 for added concrete patio detail.
See attached SKC-08 for revised Concrete Sidewalk details.
See attached SKC-09 for typical pavement detail.
Item No. 06: Drawing Sheet A0.3: Delete Frame Type 5, which is not in the project.
Item No. 07: Drawing Sheet A0.4: Add Type “6” Aluminum Storefront Frame Type to detail with missing title.
Item No. 08: Aluminum Framing Clarifications. See attached SKA-01 and written instructions below:
1.
2.
3.
4.
Add Vestibule Door X201 to Door schedule and plan (no changes required to door hardware specifications)
Use new Aluminum Framing Type Tags for reference back to sheet A0.4.
The storefront framing in detail H6/A6.6 is Storefront Framing Type 5.
Use revised detail J7/A0.5.
Item No. 09: Drawing A1.2: Modify the following information:
1.
2.
Change composite manhole specification section reference to 08 31 00.
Change wire mesh partition specification section reference to 10 56 13.
Item No. 10: Drawing Sheet A3.0: Delete note “07 53 – DECK UNDERLAYMENT” from Type A Roof Assembly.
Item No. 11: Drawing Sheet AI1.0: Modify the following information on the interior finish schedule:
1.
2.
All Confined Space Training Rooms shall be finished similar to Room 118
Mop Room to have Wall Protection Type WPP-3, 0.060”, PETG Panels per specifications.
Item No. 12: Drawing Sheet P900: See attached SKP-01 for added detail of Hydrocoil.
Item No. 13: Drawing Sheet E001: See full revised sheet for added conduit and duct banks, altered notes.
Item No. 14: Drawing Sheet E100: See attached SKE-01 for extraneous lights removed.
MCC15-03CM
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Addendum #1
Item No. 15: Drawing Sheet E101: See attached SKE-02 and SKE-03 for extraneous lights removed, outdoor EBU added.
Item No. 16: Drawing Sheet E102: See attached SKE-04 for extraneous lights removed, lights added.
Item No. 17: Drawing Sheet E201: EPO connections clarified, conduit & duct bank penetrations added, grounding
clarified. Refer to SKE-05, SKE-06, and SKE-07.
Item No. 18: Drawing Sheet E202: EPO connections clarified, Detail number added. Refer to SKE-08.
Item No. 19: Drawing Sheet E203: Erroneous lights removed, unistrut moved to correct location. Refer to SKE-09, SKE10, and SKE-11.
Item No. 20: Drawing Sheet E302: Sheet title corrected.
Item No. 21: Drawing Sheet E400: Conductor sizes and connections clarified, conduit to gear clarified. Refer to full
revised sheet attached.
Item No. 22: Drawing Sheet E500: Fire Alarm Riser Diagram expanded. Outdoor EBU added. Refer to SKE-14 and SKE-15.
Item No. 23: Drawing Sheet E600: Counterpoise detail added. Refer to SKE-13.
Item No. 24: Drawing Sheet M000: Revised smoke detector note 10 under general notes to clarify that smoke detectors
are furnished and wired by Division 26 00 00, installed in duct by 23 00 00. Refer to SKM-02.
Item No. 25: Drawing M902: Added additional model information to flow meter and flow indicator. Refer to SKM-01.
END OF ADDENDA #1
Manchester Community College
Advanced HVAC & Electrical Technology Building
18 May 2016
Addendum 1 - Section 08 31 00
SECTION 08 31 00
ACCESS DOORS AND PANELS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.
Wall access door and frame units.
B.
Ceiling access door and frame units.
C.
Floor access manhole cover and frame.
D C. It is not intended that the Drawings or Specifications identify specific access door sizes or
locations. Subcontractors whose work requires access panels in wall, floor, and ceiling
assemblies shall thoroughly examine all Contract Documents and provide suitable access to all
equipment, hardware, accessories and all other items that may require adjustment, observation
or maintenance. Note: Access doors located in mechanical equipment or ductwork are
provided as part of the work of Division 23 - HVAC.
1.02 RELATED REQUIREMENTS
A.
Section 03 30 00 – Concrete: Openings in concrete.
B A. Section 09 90 00 - Painting and Coating: Field paint finish.
C B. Division 22 - Plumbing
D C. Division 23 - HVAC
E D. Division 26 - Electrical
1.03 REFERENCE STANDARDS
A.
ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition.
B.
UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition.
1.04 SUBMITTALS
A.
See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B.
Product Data: Provide materials, construction, profiles, types, finishes, hardware, locking
provisions, and details of adjoining work.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.
Karp Associates, Inc.
1. Milcor by Commercial Products Group of Hart & Cooley, Inc.
2. Nystrom Products.
3. Larsens Manufacturing Co.
4. Substitutions: See Section 01 60 00 - Product Requirements.
B.
Units in Fire Rated Assemblies: Fire rating equivalent to the fire rated assembly in which they
are to be installed.
1. Provide products listed and labeled by UL or ITS (Warnock Hersey) as suitable for the
purpose specified and indicated.
C.
Floor Units:
1. Fibrelite.
2. GMI Composites Inc.
3. Substitutions: See Section 01 60 00 - Product Requirements.
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Manchester Community College
Advanced HVAC & Electrical Technology Building
18 May 2016
Addendum 1 - Section 08 31 00
2.02 WALL AND CEILING UNITS
A.
Door and Frame Units: Factory fabricated, fully assembled units with corner joints welded,
filled, and ground flush; square and without rack or warp; coordinate requirements with
assemblies units are to be installed in.
1. Material: Steel.
B.
Door and Frame Units: Formed steel.
1. Frames and flanges: 0.058 inch steel with anchoring devices appropriate for the related
wall or ceiling construction.
a. Exposed flanges shall be nominal one inch wide.
b. Frames for gypsum board assemblies shall be furnished with edge trim for gypsum
board mud-in frame installations.
2. Non-rated door panels: 0.070 inch single thickness steel sheet.
3. Non-rated door panels separating heated from non-heated space: 0.070 inch double sheet
with integral non-combustible insulation filler.
4. Fire-rated door panels: 0.070 inch double sheet with integral non-combustible insulation
filler.
5. Units in Fire Rated Assemblies: Fire rating equivalent to the fire rated assembly in which
they are to be installed.
a. Provide products listed and labeled by UL or ITS (Warnock Hersey) as suitable for
the purpose specified and indicated.
b. All doors in fire-rated construction shall be fire-rated in conformance with the fire
rating requirement of the construction assembly and labeled "For Horizontal
Installation" or "For Vertical Installation".
c. All doors located in proximity to combustibles shall be labeled to indicate a maximum
surface temperature rise of 250 degrees F.
6. Size: As indicated on the Drawings or as required to meet specific job requirements.
7. Hardware:
a. Hinge: Concealed constant force closure spring type.
b. Latch: Tool latch.
c. All doors intended to allow a person to fully pass through shall be operable from the
inside without the use of a tool or key.
d. Horizontal Applications: Shall be equipped with restraints to prevent doors from falling
open or closed upon release. All doors greater in size than 300 square inches and
installed horizontally shall be provided with the following sign in 1/2" high red letters
adjacent to the door lock: "Caution: Door will drop upon lock release".
8. Prime coat with baked on rust-inhibitive shop primer and shall be field painted to match
adjacent surfaces.
9. Gasketing: For all doors that separate heated and unheated space. Extruded neoprene,
around the perimeter of the door panel.
2.03 FLOOR UNITS
A.
Floor access manhole cover and frame: Factory fabricated, fiber reinforced polymer
frame and cover assembly with integral gasket system. Non-conductive.
1. Size: 24 inches, clear opening.
2. Shape: Round.
3. Frame: Manufacturer standard with bedding slots.
4. Load Capacity: 28,000 lbs, minimum.
5. Color: Selected by architect from manufacturers full range, including safety yellow
or blue.
6. Lock: Quarter turn paddle type lock.
7. Tools & Accessories:
a. Manhole Hook: Manufacturer standard.
1)
Quantity: (2) two.
b. Lock Paddle Wrench: Manufacturer standard.
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ACCESS DOORS AND PANELS
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Manchester Community College
Advanced HVAC & Electrical Technology Building
8.
18 May 2016
Addendum 1 - Section 08 31 00
1)
Quantity: (2) two.
Surface Texture/Design: Anti-Skid/Slip Resistant, ADA Compliant. Dry and wet
tested per ASTM C-1028.
a. Static Coefficient of Friction (SCOF): 0.6 or greater.
PART 3 EXECUTION
3.01 EXAMINATION
A.
Verify that rough openings for door and frame are correctly sized and located.
B.
Door locations that may physically or visually conflict with adjacent construction or building
features shall be brought to the attention of the Architect prior to 'roughing-in'. Doors installed in
locations objectionable to the Architect shall be removed, patched, and relocated at no
additional cost to the Owner.
3.02 INSTALLATION
A.
Install units in accordance with manufacturer's instructions.
B.
Install frames plumb and level in openings. Secure rigidly in place.
C.
Position units to provide convenient access to the concealed work requiring access.
D.
Floor Units shall be placed plumb and flush to top of finish flooring. Cast base within
concrete floor slab per manufacturer’s instructions.
E D. Adjust hardware and panels after installation for proper operation.
F E. Door lock keys shall be labeled and turned over to the Owner per Project Close-out
requirements.
END OF SECTION
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ACCESS DOORS AND PANELS
Page 3 of 2
Manchester Community College
Advanced HVAC & Electrical Technology Building
Addendum 1 – 18 May 2016
Section 10 56 13
SECTION 10 56 13
METAL STORAGE SHELVING
PART 1 GENERAL
1.01 SECTION INCLUDES
A.
Metal storage shelving.
B.
Shelving accessories.
C.
Enclosures and doors.
1.02 RELATED REQUIREMENTS
A.
Section 06 10 54 - Wood Blocking & Curbing: Blocking in walls for anchoring.
B.
Section 09 21 16 - Gypsum Board Assemblies: CFMF for anchoring of shelving units.
1.03 REFERENCE STANDARDS
A.
ANSI MH28.1 - American National Standard for the Design, Testing, Utilization and Application
of Industrial Grade Steel Shelving - Specifications; 1997.
B.
ASCE 7 - Minimum Design Loads for Buildings and Other Structures; American Society of Civil
Engineers; 2011.
1.04 SUBMITTALS
A.
See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B.
Product Data: Manufacturer's data sheets on each product to be used, including:
1. Rated uniform shelf loads.
2. Details of shelving assemblies, including reinforcement.
3. Accessories.
C.
Test Reports: Provide independent agency test reports documenting compliance with specified
structural requirements.
1. In lieu of test reports, detailed drawings stamped and sealed by a Professional Engineer
licensed in the State in which the Project is located will be acceptable.
D.
Shop Drawings: Indicate location, type, and layout of shelving, including lengths, heights, and
aisle layout, and relationship to adjacent construction.
1. Indicate methods of achieving specified anchoring requirements.
E.
Selection Samples: For each finish product specified, color chips representing manufacturer's
full range of available colors and finishes.
F.
Warranty: Submit manufacturer warranty and ensure that forms have been completed in
Owner's name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A.
Manufacturer Qualifications: Company specializing in manufacturing products specified in this
section, with not less than three years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A.
Inspect for dents, scratches, or other damage. Replace damaged units.
B.
Store in manufacturer's unopened packaging until ready for installation.
C.
Store under cover and elevated above grade.
1.07 WARRANTY
A.
See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.
B.
Provide one year manufacturer warranty covering defects of manufacturing and workmanship
and rust and corrosion.
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METAL STORAGE SHELVING
Page 1 of 4
Manchester Community College
Advanced HVAC & Electrical Technology Building
Addendum 1 – 18 May 2016
Section 10 56 13
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.
Four Post Shelving:
1. Hallowell, Div. of List Industries, Inc.
2. Penco Products, Inc.
3. SpaceSaver Corporation.
4. Substitutions: See Section 01 60 00 - Product Requirements.
2.02 SHELVING - GENERAL
A.
See drawings for layout and sizes.
B.
Shelving: Provide products tested to comply with ANSI MH28.1 for design criteria, lateral
stability, shelf connections, and shelf capacity.
C.
Seismic Design: Design for Seismic Class D, in accordance with ASCE 7, Section 9.
D.
Anchors: Provide anchoring hardware to secure each shelving unit to floor and wall.
1. Provide hardware of type recommended by manufacturer for substrate.
2.03 FOUR POST SHELVING
A.
Four Post Shelving: Steel post-and-beam type with sway bracing, shelving brackets, shelving
surfaces, and accessories as specified.
1. Unit Width: 78 inches, center to center of posts.
2. Shelf Capacity: Rated uniform load of 100 psf, minimum, tested in accordance with ANSI
MH28.1.
3. Shelf Deflection: 1/4 inch in 36 inches, maximum, under rated uniform load.
4. Adjustability of Shelving: Continuous along length of post.
5. Shelf Depth: 36 inches, minimum.
6. Shelf Height:
a. (3) Three Units: 96 inches.
b. (3) Three Units: 144 inches.
7. Shelves per Unit: As indicated on drawings.
8. Finish: Galvanized.
9. Number of Units: As indicated on drawings.
B.
Posts and Beams: Formed sheet members; perforations may be exposed on face of members.
1. Metal Thickness: 13 gage, 0.0897 inch.
2. Post Shape: Tee intermediate posts, angle end posts forming corners.
3. Post Face Width: 2 inches, maximum.
4. Connecting Hardware: Manufacturer's standard.
5. Post Bases: Flat steel foot plate, with manufacturer’s recommended adjustable leveling
device.
C.
Bracing: Formed sheet members.
1. Back Sway Bracing: Either strap; at back of each unit.
2. Side Sway Bracing: Strap type; at each side of each unit.
3. Strap Sway Bracing: One strap installed diagonally, 16 gage, 0.0598 inch; welded, riveted,
or bolted to uprights.
D.
Shelves: Formed sheet, finished on all surfaces.
1. Metal Thickness: 13 gage, 0.0897 inch.
2. Provide raised edge lip on all shelves; height 2 inches.
3. Shelf Connection to Posts: Manufacturer's standard.
2.04 ACCESSORIES
A.
Label Holders: Steel, attached to front face of shelf.
1. Size: 2-1/4 by 3/4 inches.
2. Finish: Manufacturer’s standard.
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METAL STORAGE SHELVING
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Manchester Community College
Advanced HVAC & Electrical Technology Building
3.
Addendum 1 – 18 May 2016
Section 10 56 13
Mounting: Slide-on.
B.
Enclosure and Doors at Shelving Units: Steel mesh enclosure with sliding doors.
1. Enclosure: 2 inches x 2 inches welded wire mesh securely welded to manufacturer
standard frames and stiffeners.
a. Application: Sides, back, front and top enclosure of all shelving specified per the
Section.
b. Size/Configuration:
1)
Perimeter: See Drawings.
2)
Height: Full height of shelving unit. Floor to ceiling.
2. Enclosure Thickness: 10 gauge.
3. Enclosure Doors: Manufacturer standard.
a. Size: See Drawings.
b. Manufacturer standard partition lock front (SF-1) with standard back (SB-1).
c. Lock Cylinder: See Section 08 71 00.
4. Accessories, brackets and fasteners: Manufacturer standard required for a complete
system including floor anchors.
5. Finish: Powder Coat.
a. Color: Selected by Architect from manufacturer stock colors.
6 5. Products: RapidWire Enclosure & Doors by WireCrafters.
7 6. Substitutions: See Section 01 60 00 - Product Requirements.
C.
Independent Enclosure and Doors: Steel mesh enclosure with hinged doors.
1. Enclosure: 1 inch x 2 inches welded wire mesh securely welded to manufacturer
standard frames and stiffeners.
a. Application: Room #224 HVAC 101
b. Size/Configuration:
1)
Perimeter: See Drawings.
2)
Height: 10 feet.
2. Enclosure Thickness: 10 gauge.
3. Enclosure Doors: Manufacturer standard.
a. Size: See Drawings.
b. Manufacturer standard partition lock front (SF-1) with lever handle back (SB-4).
c. Lock Cylinder: See Section 08 71 00.
4. Posts and Base Plates: 2 inch x 2 inch x 14 gauge steel tubing with 2 inch x 7 inch x
1/4 inch steel base plates. Posts and base plates shall be factory welded. Factory
drilled for anchoring hardware.
5. Accessories, brackets and fasteners: Manufacturer standard required for a
complete system including floor anchors.
6. Finish: Powder Coat.
a. Color: Selected by Architect from manufacturer stock colors.
7. Products: Style 840 Enclosure & Doors by WireCrafters.
8. Substitutions: See Section 01 60 00 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A.
Verify that substrate is level and that clearances are as specified.
B.
Do not begin installation until substrates have been properly prepared.
C.
If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory
preparation before proceeding.
3.02 PREPARATION
A.
Clean surfaces thoroughly prior to installation.
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METAL STORAGE SHELVING
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Manchester Community College
Advanced HVAC & Electrical Technology Building
B.
Addendum 1 – 18 May 2016
Section 10 56 13
Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
3.03 INSTALLATION
A.
Install in accordance with manufacturer's instructions.
B.
Anchor and reinforce as specified, as indicated on drawings, and as recommended by
manufacturer.
C.
Install shelving with shelf surfaces level and vertical supports plumb; adjust feet and bases as
required.
D.
Out-Of-Square Tolerance - Four Post Shelving: Maximum of 1/8 inch difference in distance
between bottom shelf and canopy top, measured along any post in any direction.
3.04 PROTECTION
A.
Protect installed products until completion of project.
B.
Touch-up, repair or replace damaged products before Substantial Completion.
END OF SECTION
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METAL STORAGE SHELVING
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Manchester Community College
Advanced HVAC & Electrical Technology Building
18 May 2016
Section 26 00 00 – ADDENDUM 1
PART 2 PRODUCTS
2.25 MEDIUM-VOLTAGE CABLE
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Cables:
a. American Insulated Wire Corp.; Leviton Manufacturing Co.
b. BICC Brand-Rex Company.
c. Carol Cable Co., Inc.
d. Kerite Co. (The); Hubbell Inc.
e. Okonite Co. (The)
f. Pirelli Cable Corp.; Power Cable Division.
g. Rome Cable Corp.
h. Southwire Company.
2. Cable Splicing and Terminating Products and Accessories:
a. Elastimold.
b. Engineered Products Co.
c. G&W Electric Co.
d. Mac Products, Inc.
e. MP Husky Corp.
f. Raychem Corp.; Energy Division.
g. RTE Components; Cooper Power Systems, Inc.
h. Scott Fetzer Co.; Adalet-PLM Subsidiary.
i. Thomas & Betts Corp.
j. 3M Company; Electrical Products Division.
B. Cables
1. Type: MV90.
2. Conductor: Copper.
3. Conductor Stranding: Class B.
4. Insulation: Cross-linked polyethylene complying with AEIC CS 5.
a. Voltage Rating: 15 kV.
b. Insulation Thickness: 133 percent insulation level.
c. Circuit Identification: Color-coded tape (black, red, blue) under the metallic
shielding.
5. Jacket: Cross-linked polyethylene.
C. Splice Kits
1. Connectors: IEEE 404, compression type, as recommended by cable or splicing kit
manufacturer for the application.
2. Splicing Products: As recommended in writing by splicing kit manufacturer for specific
sizes, ratings, and configurations of cable conductors and splices specified. Include all
components required for complete splice, with detailed instructions.
a. Taped splice kit.
b. Combination tape and cold-shrink rubber sleeve kit with re-jacketing by castepoxy-resin encasement or other waterproof, abrasion-resistant material.
c. Heat-shrink splicing kit of uniform, cross-section, polymeric construction with
outer heat-shrink jacket.
d. Pre-molded, cold-shrink rubber, in-line splicing kit.
e. Pre-molded EPDM splicing body kit with cable joint sealed by interference fit
of mating parts and cable.
D. Solid Terminations
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MEDIUM-VOLTAGE CABLE
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Manchester Community College
Advanced HVAC & Electrical Technology Building
E.
F.
G.
H.
18 May 2016
Section 26 00 00 – ADDENDUM 1
1. Conductor Terminations: Comply with IEEE 48, as indicated. Insulation class is
equivalent to that of cable. Terminations for shielded cables include a shield ground
strap.
a. Class 1 Termination for Shielded Cable: Modular type, furnished as a kit,
with stress-relief tube; multiple, molded-silicone rubber, insulator modules;
shield ground strap; and compression-type connector.
2. Termination for Non-shielded Cable: Kit with compression-type connector. Include
silicone-rubber tape, cold-shrink rubber sleeve, or heat-shrink plastic-sleeve moisture
seal for end of insulation whether or not supplied with kits.
Separable Insulated Connectors
1. Separable Insulated Connectors:
Modular system complying with IEEE 386.
Disconnecting, single-pole, cable terminators and matching, stationary, plug-in, deadfront terminals designed for cable voltage and for sealing against moisture.
2. Terminations at Distribution Points: Modular type, consisting of terminators installed on
cables and modular, dead-front, terminal junctions for interconnecting cables.
3. Dead-Break Cable Terminators: Elbow-type unit with 600-A continuous-current rating,
designed for de-energized disconnecting and connecting; coordinated with insulation
diameter, conductor size, and material of cable being terminated. Include test point on
terminator body that is capacitance coupled.
4. Dead-Front Terminal Junctions: Modular bracket-mounted groups of dead-front
stationary terminals that mate and match with above cable terminators. 2-, 3-, or 4terminal units as indicated, with fully rated, insulated, watertight conductor connection
between terminals. Grounding lug and manufacturer's standard accessory stands,
stainless-steel mounting brackets, and attaching hardware.
a. Portable Feedthrough Accessory: 2-terminal, dead-front junction arranged
for removable mounting on accessory stand of stationary terminal junction.
b. Grounding Kit: Jumpered elbows, portable feedthrough accessory units,
protective caps, test rods suitable for concurrently grounding 3 phases of
feeders, and carrying case.
c. Standoff Insulator: Portable, single dead-front terminal for removable
mounting on accessory stand of stationary terminal junction. Insulators
suitable for fully insulated isolation of energized cable elbow terminator.
5. Tool Set: Shotgun hot stick with energized terminal indicator, fault-indicator test tool,
and carrying case.
Arc-Proofing Materials
1. Tape for First Course on Metal Objects: 10-mil- (250-micron-) thick, corrosionprotective, moisture-resistant, PVC pipe-wrapping tape.
2. Arc-Proofing Tape: Fireproofing tape, flexible, conformable, intumescent to 0.3 inch
thick, compatible with cable jacket.
3. Glass-Cloth Tape: Pressure-sensitive adhesive type, 1/2 inch wide.
Conduits Seals
1. All spare, unused conduits shall be sealed with a water tight seal.
2. All conduits in use shall be sealed with a water tight seal utilizing appropriate Raychem
RDSS (Rayflate duct sealing system) at both ends.
Source Quality Control
1. Test and inspect cables according to NEMA WC 7 (ICEA S-66-524) and NEMA WC 8
(ICEA S-68-516) before shipping.
15-039-00
CCSNH Project # MCC15-03CM
MEDIUM-VOLTAGE CABLE
Page 2 of 4
Manchester Community College
Advanced HVAC & Electrical Technology Building
18 May 2016
Section 26 00 00 – ADDENDUM 1
PART 3 INSTALLATION
3.28 INSTALLATION OF MEDIUM-VOLTAGE CABLES
A. Examine raceways to receive medium-voltage cables for compliance with requirements for
installation tolerances and other conditions affecting performance of cables. Do not proceed
with installation until unsatisfactory conditions have been corrected.
B. INSTALLATION
1. Install cables as indicated, according to manufacturer's written instructions and IEEE
576.
2. Pull Conductors: Use manufacturer-approved pulling compound or lubricant where
necessary; compound used must not deteriorate conductor or insulation. Do not exceed
manufacturer's recommended maximum pulling tensions and sidewall pressure values.
3. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips,
that will not damage cables or raceways. Do not use rope hitches for pulling attachment
to cable.
4. Install exposed cables, parallel and perpendicular to surfaces of exposed structural
members, and follow surface contours where possible.
5. Support cables according to Division 26 Section "Raceway Support Systems."
6. Install direct-buried cables on leveled and tamped 3-inch bed of clean sand at bottom of
trench. Separate cables crossing other cables or piping from those items by a minimum
of 4 inches of tamped earth. Install permanent markers at ends of cable runs, changes
in direction, and buried splices.
7. Install "buried cable" warning tape 12 inches above cables.
8. In manholes, handholes, pull boxes, junction boxes, and cable vaults, train cables
around walls by the longest route from entry to exit and support cables at intervals
adequate to prevent sag.
9. Install splices at pull points and elsewhere as indicated; use standard kits. Comply with
kit manufacturer's written instructions.
10. Install terminations at ends of conductors and seal multiconductor cable ends with
standard kits. Comply with kit manufacturer's written instructions and with classes of
terminations indicated.
11. Install separable insulated-connector components where indicated according to
manufacturer's written instructions.
a. Quantities: Provide the following quantities of components:
1) Protective Cap: Install at each terminal junction, one on each terminal
to which no feeder is indicated to be connected.
2) Portable Feedthrough Accessory: 3.
3) Standoff Insulator: 3.
12. Arc Proofing: Arc proof medium-voltage cable at locations not protected by conduit,
cable tray, direct burial, or termination materials, unless otherwise indicated. Apply as
follows and as recommended by manufacturer of arc-proofing tape:
a. Clean cable sheath.
b. Wrap metallic cable components with 10-mil (250-micron) pipe-wrapping
tape.
c. Smooth surface contours with electrical insulation putty.
d. Apply arc-proofing tape in one half-lapped layer with coated side toward
cable.
e. Band arc-proofing tape with 1-inch- wide bands of half-lapped, adhesive,
glass-cloth tape 2 inches o.c.
13. Seal around cables passing through fire-rated elements according to Division 7 Section
"Firestopping."
14. Fault Indicators: Install fault indicators on each phase where indicated.
15-039-00
CCSNH Project # MCC15-03CM
MEDIUM-VOLTAGE CABLE
Page 3 of 4
Manchester Community College
Advanced HVAC & Electrical Technology Building
18 May 2016
Section 26 00 00 – ADDENDUM 1
15. Ground shields of shielded cable at terminations, splices, and separable insulated
connectors. Ground metal bodies of terminators, splices, cable and separable insulatedconnector fittings, and hardware according to manufacturer's written instructions.
16. Identify cables according to Division 26 Section "Electrical Identification."
A. Field Quality Control
1. Testing: On installation of wires and cables and before electrical circuitry has been
energized, demonstrate product capability and compliance with requirements.
2. Procedures: Perform each visual and mechanical inspection and electrical test stated in
NETA ATS, Section 7.3.1. Certify compliance with test parameters. A polarization index
equal to or less than 1.25 on new installations shall be considered a failure of the test.
a. Correct malfunctioning conductors and cables at Project site, where possible,
and retest to demonstrate compliance; otherwise, remove and replace with
new units and retest.
b. Submit test results immediately upon completion to the Owner and Engineer
prior to energizing the circuit.
c. Pending approval of the Owner, energize cable within 48 hours of
acceptance test.
2. Confirm electric phasing between all existing cables, new cables and equipment with an
approved electrical testing device. Phasing must be done in the presence of Owner
representation before switching to the electrical grid. The contractor shall fully
demonstrate all operations of the switchgear in the presence of Owner representation.
3. END OF SECTION
15-039-00
CCSNH Project # MCC15-03CM
MEDIUM-VOLTAGE CABLE
Page 4 of 4
5/18/16
SKC - 01
5/18/16
SKC - 02
5/18/16
SKC - 03
5/18/16
SKC - 04
5/18/16
SKC - 05
5/18/16
SKC - 06
5/18/16
SKC - 07
5/18/16
SKC - 08
5/18/16
SKC - 09
07 90 05 - SEALANT
08 43 13 - ALUM STOREFRONT
FRAMING
06 10 00 - WD SHIM
07 90 05 - SEALANT & BACKER
1
03 30 00 - CONC
SLAB-ON-GRADE (S)
2
REVISION TO J7/A0.5
3" = 1'-0"
4
216B
4' - 0"
CLEAR
1
F5
2' - 11 3/8"
1
ADD-1
CORRIDOR
200
3
1
2
1
64
X202
S13
4
1
S27
B
S23
C1
A6.3
213
7' - 6 5/8"
321A
4
C11
215A
1
ALIGN W/
FRAME 216B
11' - 2"
1' - 11 3/8"
3.4
7' - 7 3/8"
ADD-1
F5
UP TO
MEZZANINE
G9
A5.1
VESTIBULE
214
F5
X200
1
1
1' - 1 1/2"
TO F.O. STUD
REVISION TO A1.1
1/8" = 1'-0"
Aluminum Framing Clarifications
1
Boston | Manchester | Portland
www.LBPA.com
Manchester Community College
PROJECT:
Advanced HVAC & Electrical Technology Building
PR NO: MCC15-03CM
SCALE: As indicated
DATE: 05/18/2016
ADD-1
SKA-001
AUTOMATIC VENT
6 FT.
2" (TYP)
20 FT.
DWYER SERIES SF-100
2" FLOW INDICATOR
(TYP 3)
6 FT.
2" (TYP)
BLUE-WHITE MODEL
F-42050LN INLINE
FLOW METER
HWP-5
DRAIN VALVE WITH
THREADED HOSE
CONNECTION (TYP)
TACO 4900
VORTECH AIR SEP.
TRIPLE DUTY VALVE
AMTROL EX-30
EXPANSION TANK
PRV
1/2" CW TO BACKFLOW
PREVENTER (PLUMBING
CONTRATOR SUPPLIED)
11/17/05
LAB PUMP STATION SCHEMATIC
1
SKM-01
NO SCALE
238219-02
ADDENUDM #1 - REF M902
NTS
Advanced HVAC &
Electrical Technology
Building
PUMP STATION DETAIL
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
CW
CW Scale
SKM-01
NTS
5/16/2016 11:23:30 AM
GENERAL NOTES
1. MECHANICAL WORK IS INDICATED DIAGRAMMATIC. EXACT LOCATIONS OF ALL COMPONENTS ARE TO BE
DETERMINED IN THE FIELD (SPACING SUBJECT TO ARCHITECT'S REVIEW AND APPROVAL) TO AVOID
CONFLICT WITH OTHER TRADES AND EXISTING SITE CONDITIONS.
2. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THE SITE TO IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES
THAT WILL AFFECT THE WORK OF THIS SECTION. REPORT IN WRITING TO THE ARCHITECT CONDITIONS WHICH MIGHT
ADVERSELY AFFECT WORK. NO EXTRA PAYMENT WILL BE PROVIDED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY
WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY AN EXPERIENCED OBSERVER.
3. WORK REQUIRING INTERRUPTION OF BUILDING SERVICES SHALL BE CAREFULLY REVIEWED AND COORDINATED WITH
THE OWNER TO MINIMIZE FREQUENCY AND DURATION OF SERVICE INTERRUPTIONS.
4. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF CEILING GRID, DIFFUSERS, AND GRILLES.
5. ALL INSTALLATIONS SHALL PERMIT AND PROVIDE ACCESSIBILITY FOR SERVICE AND REPLACEMENT OF ALL NEW
EQUIPMENT AND EXISTING EQUIPMENT IMPACTED BY THIS WORK.
6. COORDINATE ALL OPENINGS IN FLOORS WITH STRUCTURAL DRAWINGS AND GENERAL CONTRACTOR.
7. COORDINATE ALL ROOF OPENINGS WITH ARCHITECT AND STRUCTURAL ENGINEER.
8. REFER TO STRUCTURAL FRAMING PLANS FOR EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT.
9. ALL MECHANICAL EQUIPMENT, PIPING, AND DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF GOVERNING LOCAL, STATE, AND FEDERAL SEISMIC CODES. PARTICULAR ATTENTION SHALL BE
MADE TO VIBRATION ISOLATION, ANCHORING, AND BALANCING REQUIREMENTS.
1
10. INSTALL SMOKE DETECTORS, FURNISHED AND WIRED BY DIVISION 26 00 00, IN DUCTS WHERE SHOWN ON DRAWINGS.
11. ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH CODES AND STANDARDS SET FORTH IN NFPA,
SMACNA, AND ASHRAE FOR LOW PRESSURE DUCTWORK SYSTEMS.
12. ALL EXPOSED DUCTWORK SHALL BE PAINTED TO MATCH CEILING. REFER TO ARCHITECTURAL DRAWINGS.
13. PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCH DUCTS FOR AIR BALANCING.
14. ALL SHEET METAL PLENUMS AT OUTSIDE AIR LOUVERS SHALL BE INSULATED WITH RIGID INSULATION, AS PER
SPECIFICATIONS.
15. RUN-OUTS TO RETURN AND EXHAUST REGISTERS, OR GRILLES ABOVE GYP BOARD CEILINGS, SHALL BE RIGID
DUCTED. NO FLEXIBLE DUCT WORK SHALL BE ALLOWED ON RETURN OR EXHAUST REGISTERS.
16. ALL DUCTS, PIPES, AND EQUIPMENT SHALL BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE
WITH PROPER ALLOWANCES FOR CONTRACTION, EXPANSION, AND VIBRATION ELIMINATION.
17. PROVIDE 12"x10" ACCESS PANELS AT ALL BASEBOARD CONTROL VALVES. COORDINATE EXACT LOCATIONS WITH
GENERAL CONTRACTOR.
18. PROVIDE COPPER 3/4" RUN-OUTS TO HOT WATER REHEAT COILS, CABINET HEATERS AND UNIT HEATERS UNLESS
NOTED OTHERWISE.
19. PROVIDE SWING JOINTS AT ALL BRANCH CONNECTIONS TO HYDRONIC EQUIPMENT.
20. ROOM THERMOSTATS SHALL BE MOUNTED 4'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE SHOWN OR
DIRECTED. COORDINATE LOCATIONS WITH ARCHITECTURAL WALL PROTECTIONS.
21. COORDINATE EXACT LOCATION OF UNIT HEATERS WITHIN ELECTRIC ROOMS WITH ELECTRICAL CONTRACTOR.
22. REFER TO SPECIFICATIONS FOR TYPE OF VALVE TO BE USED. VALVES ARE SHOWN ON PLANS FOR PLACEMENT
ONLY.
23. ALL DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR FREE AREA REQUIRED.
24. ALL DIFFUSER, REGISTER, AND GRILLE SIZES INDICATED ON FLOOR PLANS ARE NECK SIZE REQUIRED.
25. ALL PIPING IS TO BE SLOPED A MINIMUM OF 1/4" PER HUNDRED FEET IN THE DIRECTION OF DRAINAGE.
26. NOT ALL SYMBOLS OR ABBREVIATIONS ARE USED ON THIS PROJECT.
27. COORDINATE ENTIRE INSTALLATION WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR
INSTALLATIONS.
ADDEMDUM #1; REF M000
NTS
Advanced HVAC & Electrical Technology Building
No.
Description
Reference drawing
Date
LEGEND REVISIONS
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
CW
CW
SKM-02
Scale NTS
STORM PIPE
FIBERGLASS INSULATION
TYPICAL
HYDROCOIL
http://www.hydrocoilpower.com/1home.html
CONTACT RICH
rich@hydrocoil.com
REGARDING CONNECTION TO STORM
PIPING.
HYDROCOIL DETAIL
NO SCALE
226029-01
1
Advanced HVAC &
Electrical Technology
Building
HYDROCOIL DETAIL
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
ZTR
TRB Scale
SKP-01
NTS
5/16/2016 10:53:32 AM
6
R4
R4
CLASSROOM
110
6
R4
R4
6
6
6
R4
R4
6
R4
PHS-700
LR1
R4
6
LC
6 R4
P201D
6
R4
6
6
P201D 8
8
P201D
P201D 8
6 EBU
6
6
SCM-2000
R4
6
6
R4
6
6
1
SC5D
PLC LAB
109
EX1
S2
LP411 - 8
S2
8
EBU
SC5D
8
S4
S4
S4
S4
ALC
8
7
EBU
ALC
P161D
8
SC5D
ETEC MOTORS 1
103
8
EBU
8
8
E
JJ
ELEV.
ELEV
ST
EBU
7
LC
TEL/DATA
113
7
OS
LC
7
R4L
S4
7
EBU 7
S4
7
7
7
7
R4L
S4
7
EBU EBU
MEN
114
7
7
S4
2B
LP411 - 12
SCM-2000
F
8
CORRIDOR
100
CORRIDOR
100
8
8
MTS1
LH MT S1
EBU
8
8
EBU
8
EBU
8
8
P201D
SCM-2000 OS 8
P201D
8
P201D
8
P201D
8
P201D
8
ALC
V
V 8
8
P41D
8
P201D
OS
EBU
6
P41D
R4 ALC
PC
ALC
R4
ALC
R4
G
FACULTY OFFICE
107
EBU 8
1
WOMEN
115
R4L
R4L
7
STORAGE
116
7
7
S4
7
D
1
3
4
LOWER LEVEL LIGHTING
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-01
1/8" = 1'-0"
5/16/2016 5:02:08 PM
E
EBU
11
V
V
ALC 11
LW1 9
ALC
11
ALC
V
11
11
V
11
1
V
11
ALC
P41D
EBU
9
PHS-700
PC
V
11
11
EBU
V
11
LP411 - 11
11
V
11
V
11
V
11
LW1
9
P41D
9
ALC
1
D
9
P41D
9
V
11
1
EX1
11
9
P41D
V
11
P41D
9
LW1 9
9
C
P41D
5
6
GROUND LEVEL LIGHTING
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-02
1/8" = 1'-0"
5/16/2016 5:02:10 PM
11
EBU
1
9
9
EBU
9
11
ALC
SC5D
P41D
9
P41D
9
SWM-1200 OS
P41D
9
9
ALC
AHU LAB
213
CORRIDOR
200
EX1
9
EBU
EBU
R4
1
9
9
9
R4
OS SWM-1200
B
9
OEBU
9
5
6
GROUND LEVEL LIGHTING
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-03
1/8" = 1'-0"
5/16/2016 5:02:10 PM
V
V
4
4
V 4
V 4
C
V
V
3
3
3
V
V
V
V
4
EBU
LP411 - 4
EBU
V
4
3
V 4
4
SEE SHEET E601 DETAIL 6
FOR TYPICAL COMMERCIAL
LAB ELARGED CEILING
PLAN
1
1
EX1
1
1
BUILDING MECHANICAL ROOM
321
1
ST
B
1
ST
EBU
1
1
1
ST
1
ST
1
1
A
PC
PHS-800
4
5
UPPER LEVEL LGIHTING PLAN
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-04
1/8" = 1'-0"
5/16/2016 5:02:11 PM
GROUND
ROD (TYP)
1
TV
CC
CR
43
WP
4
4/0 BARE
COPPER
(TYP)
D211
SP
D221 P221
D211
P212
5
P412 - 19,21,23
EPO
CU-1
TV
FOR D211
4
1
P214 - 22,24
CCTV
MD 360
P412 - 13,15,17
WP
ACCU-2
P412 - 25,27,29
4
AHU-2
D
TV
SP
4
COMMERCIAL LAB
204
CT-1
WAP
DS
P412 - 14,16,18
1
1" SCHED 40 PVC
FOR E-PHONE
P211 - 4
WP
11
H-1
1
C
TV
3
4
P211 - 3
P412 - 20,22,24
3
FOR D211
1
43
EPO
CCTV
MD 360
P412
42
CCTV
4
P412 - 1,3,5
SP
42
TV
P213B - 52
ERU-1
1
TV
12
STAND ALONE
ADA ADO
52 1
4
DR
EL
CR
CORRIDOR
200
EPO
AHU LAB
213
P412 - 2,4,6
P412 - 26,28,30
P214 - 18
5
Advanced HVAC &
Electrical Technology
Building
6
GROUND LEVEL POWER AND LOW
VOLTAGE
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-05
1/8" = 1'-0"
5/16/2016 5:02:12 PM
EPO
P212 - 3
42
42
42
P213B - 41
1
FOR P411
P213B - 42
41
WAP
CR
SP
P211 - 2
EPO
TV
1
CORRIDOR
200
ATC
5
4
P213B - 52
P214 - 13
J
12
P411A - 19,21,23
B-4 P411A - 20,22,24
P411B - 7,9,11
P211
15KVA
CWP-3
HWP-1
P411A - 25,27,29
J
CWP-4
P214-11
41
41
P411A - 26,28,30
HWP-2
EPO
CWP-1
STAND ALONE
ADA ADO
J
HP-24 44
CCTV
HWP-4
B-3
MD 360
LP411
P411A - 13,15,17
P411A
P211 - 1
P411A - 7,9,11
CWP-2
TV
P413
CHWP-3
CRAC-1
P411A - 14,16,18
MSB
P213B
CHWP-1
J HWP-3
P411A - 1,3,5
P411B - 2,4,6
P213A
CHWP-4
P411A - 2,4,6
CH-1
P214
CHWP-2
LCP1
P411A - 8,10,12
4 TV
CH-2
CRAC-2
45KVA
P411A - 37,39,41HWP-5
MAIN ELECTRIC ROOM
P411B - 8,10,12
P411A - 32,34,36
44 215
P411A - 38,40,42
225KVA
5
P213B - 44
4
GROUND BAR
P211 - 5
TV
ADA ADO
B
EL DS
MAIN DIST
P411B
ACCU-4
1" SCHED 40 PVC
CONDUIT FOR BOLLARDS
P411B - 13,15,17
52 1
4/0 BARE COPPER
TO COUNTERPOISE
3
Advanced HVAC &
Electrical Technology
Building
P214 - 18
MD 360
CCTV
A
REFER TO DUCTBANK
SECTION B-B ON
1
DRAWING E001
4
GROUND LEVEL POWER AND LOW
VOLTAGE
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-06
1/8" = 1'-0"
5/16/2016 5:02:14 PM
VRF CONTROLLER
50
J
MEN
201
CR
WOMEN
202
SP
D211
P214 - 26,28
BC-1
EPO
FOR D211
SP
EPO
J
1
D212
45KVA
FOR D212 1
ETEC STORAGE
205
RESIDENTIAL LAB
211
D
P212 - 17
17
J
J
P212 - 9
J
17
P212 - 5
P212 - 11
P212 - 6
SP
REF
P212 - 7
RANGE
P212 - 10
J
J
SP
P212 - 8
FURNACE
SUMP PUMP
WELL PUMP
J
ON DEMAND
WATER HEATER
RECIRC PUMP
ON DEMAND
WATER HEATER
RADIANT FLOOR
P212 - 14
J
J
COMMERCIAL LAB
204
P212 - 15
J
C
J
3
Advanced HVAC &
Electrical Technology
Building
4
GROUND LEVEL POWER AND LOW
VOLTAGE
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-07
1/8" = 1'-0"
5/16/2016 5:02:16 PM
P221 - 2
RESIDENTIAL LAB
311
P221 - 17
P214 - 14
17
ATC
45
REF P221 - 7
P221 - 8
J
J
D
SP
J
1
SEE SHEET E601 DETAIL 4
FOR BATHROOM LAYOUT
P221 - 9
C
P221 - 19
P221 - 18
18
18
19
2
C
1
SEE SHEET E601 DETAILS 1, 2, 3
AND 6 FOR TYPICAL COMMERCIAL
LAB CUBICLE LAYOUT OPTIONS
EPO
SEE SHEET E601 DETAIL 5
FOR UTILITY/PORCH LAYOUT 1
4
Advanced HVAC &
Electrical Technology
Building
5
UPPER LVEL POWER AND LOW
VOLTAGE
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-08
1/8" = 1'-0"
5/16/2016 5:02:17 PM
1
F
E
1
1
XFMR FUSED
DISCONNECT
MOUNTED TO
UNISTRUT
D
6
ROOF POWER AND LOW VOLTAGE
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-09
1/8" = 1'-0"
5/16/2016 5:02:18 PM
F
1
E
1
1
1
1
P413 - 14,16,18
60AS
60AF
D
49
JJ
49
RTU-2
1
C
3
ROOF POWER AND LOW VOLTAGE
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-10
1/8" = 1'-0"
5/16/2016 5:02:18 PM
B
1
1
EF-1
48 JJ 48
1
P214 - 4
M
M
EF-2
1
P214 - 3
A
3
4
ROOF POWER AND LOW VOLTAGE
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-11
1/8" = 1'-0"
5/16/2016 5:02:19 PM
ELECTRICAL SCHEDULES
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-12
5/16/2016 5:02:19 PM
SPACE
SPACE
FACP
FIRE ALARM BEACON
PENDANT LIGHT FIXTURE
RECEPTACLES
DOOR HOLD
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
Circuit Description
*TYPICAL OF 24 PANELS
CKT
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
41
Location: Space RR
Supply From:
Mounting: Surface
Enclosure: Type 1
A
(KVA)
Trip Poles
0A
1
0 kVA 0...
0A
1
0A
1
0A
1
0 kVA 0...
0A
1
----0 kVA 0...
------0 kVA 0...
------0 kVA 0...
------0 kVA 0...
------0 kVA 0...
----0...
0...
0...
0...
0...
0...
0...
0...
0...
0...
0...
0...
0...
0...
B
(KVA)
0... 0 kVA
0... 0 kVA
0... 0 kVA
0... 0 kVA
0... 0 kVA
0... 0 kVA
0... 0 kVA
C
(KVA)
Volts: 120/208 Wye
Phases: 3
Wires: 4
Branch Panel: LEARNING PANEL
Poles
1
1
1
1
1
----------------Trip
0A
0A
0A
0A
0A
-----------------
Circuit Description
EXIT SIGN
SECURITY PANEL
CONTRUCTION LIGHT
AUTOMATIC TEMP CONTROL
CARD READER
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
A.I.C. Rating:
Mains Type: MCB
Mains Rating: 100 A
MCB Rating: 100 A
CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
GROUND ROD
0"
'20
#4/0 BARE
COPPER (TYP)
N*
MI
EXOTHERMIC WELD
CONNECTION (TYP)
1#4/0 BARE
TYPICAL COUNTER POISE DETAIL
NO SCALE
26.8006
1
COUNTERPOISE DETAIL
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-13
N.T.S.
5/16/2016 5:02:20 PM
F
H
V
V
FS
TS
F
F
S
TYPICAL
SPRINKLER RISER
STACK
DUCT SMOKE
DETECTOR
F
S
ER
D
CONTINUED ON SKETCH SKE-15
V
S
NORMAL
ELECTRIC
CLOSET
ELEVATOR
RECALL
NEW FIRE ALARM
TERMINAL
CABINET
CM
CM
SM
DENOTES TO
ADDITIONAL
DEVICES (TYPICAL)
TYPICAL FLOOR
PS
V
F
H
V
V
FS
TS
F
F
S
D
TYPICAL
SPRINKLER RISER
STACK
DUCT SMOKE
DETECTOR
F
S
ER
S
NORMAL
ELECTRIC
CLOSET
ELEVATOR
RECALL
DENOTES TO
ADDITIONAL
DEVICES (TYPICAL)
NEW FIRE
ALARM
CONTROL PANEL
MCC CAMPUS
FIRE ALARM
CONNECTION
GROUND LEVEL
1
CONTINUED ON SKETCH SKE-15
1
CM
CM
SM
PS
MUNICIPAL FIRE
ALARM
CONNECTION
FIRE ALARM RISER DIAGRAM
SCALE:
N.T.S.
FIRE ALARM RISER DIAGRAM
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-14
N.T.S.
5/16/2016 5:02:20 PM
CONTINUED ON SKETCH SKE-14
F
F
S
F
S
ER
S
V
V
V
TS
FS
H
F
D
NORMAL
ELECTRIC
CLOSET
TYPICAL
SPRINKLER RISER
STACK
DUCT SMOKE
DETECTOR
DENOTES TO
ADDITIONAL
DEVICES (TYPICAL)
ELEVATOR
RECALL
CONTINUED ON SKETCH SKE-14
TYPICAL FLOOR
F
S
F
S
ER
F
S
V
V
TS
FS
1
V
H
F
D
NORMAL
ELECTRIC
CLOSET
ELEVATOR
RECALL
TYPICAL
SPRINKLER RISER
STACK
DUCT SMOKE
DETECTOR
DENOTES TO
ADDITIONAL
DEVICES (TYPICAL)
GROUND LEVEL
1
FIRE ALARM RISER DIAGRAM
SCALE:
N.T.S.
FIRE ALARM RISER DIAGRAM
Advanced HVAC &
Electrical Technology
Building
Project number
Date
Drawn by
Checked by
150114.01
05/18/16
RJG
ASK Scale
SKE-15
N.T.S.
5/16/2016 5:02:20 PM
POWER KEYED NOTES
POWER PLAN NOTES
1.
CONTRACTOR SHALL COORDINATE MOUNTING HEIGHT OF ALL
DEVICES WITH ARCHITECTS DRAWINGS PRIOR TO ROUGH IN.
1
2.
CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY.
EXACT NUMBERS SHALL BE DETERMINED IN FIELD AND SHALL
BE NOTED ON THE CONTRACTORS AS-BUILT DRAWINGS.
2
3.
BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED AND INSTALLED
FOR A MAXIMUM BRANCH CIRCUIT VOLTAGE DROP OF 3% FROM
PANELBOARD. TOTAL VOLTAGE DROP FROM SERVICE ENTRY TO
LAST DEVICE ON CIRCUIT SHALL NOT EXCEED 5%. REFER TO
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND OPTIONS.
4.
Boston | Manchester | Portland
www.LBPA.com
NOT USED.
PROVIDE 2#12,1#12G IN 1" CONDUIT TO 20A CIRCUIT
BREAKER IN PANEL P214, CIRCUIT #30 FOR EMERGENCY
BLUE LIGHT PHONE. CONDUIT SHALL BE ROUTED
THROUGH BUILDING AND TRANSITION TO DIRECT BURIED
(SCHEDULE 40) CONDUIT OUTSIDE OF BUILDING.
COORDINATE EXACT REQUIREMENTS WITH ARCHITECT
AND CAMPUS SECURITY. PROVIDE 1" CONDUIT WITH
PULL STRING FOR DATA WIRE.
1
OIL CURB REFER TO NOTE 11
2/0 BARE COPPER TO COUNTERPOISE
1
83"
COORDINATE EXACT LOCATIONS OF ALL MECHANICAL
EQUIPMENT WITH HVAC, PLUMBING, AND FIRE PROTECTION
DRAWINGS.
1'-0"
1'-0"
10 " CONCRETE SLAB WITH 3/4"
CONTINUOUS CHAMFER
A
3'-0" GROUND
PIGTAIL
(MINIMUM)
S
G
G
10
CONDUITS
MAXIMUM
D
G
22
8
G
1'-0"
22
8
GH
SI
T
SEE DETAIL
(4) 4" (2 ACTIVE, 2
SPARE) GALVANIZED
STEEL 36" RADIUS
90° SWEEP
(TYPICAL) CONDUIT
L
MH
D
0
23
D
230
IN
E
OF
D
S
(6) EXISTING 5" SCHEDULE
40 PVC CONDUIT
UNDERNEATH ROADWAY
3'-0" GROUND
PIGTAIL (MINIMUM)
1" CONDUIT, COORDINATE
EXACT REQUIREMENTS
WITH CAMPUS SECURITY
22
8
1-1/4"C. FOR
PAD MOUNTED
METERING.
TO TELCO
GROUND IF
AVAILABLE
82"
B
1
UGE
&C
'C-C'
E001
NEW XFMR, REFER TO
DETAIL ON THIS SHEET
S
UGE
&C
B
INE
AS L
4" G
TING
EXIS
B
OH
W
T
UGE&C
E
RD
RD
'A-A'
E001
2
S
WS
1
O
V
S
S
S
H Y
D
S
O
UGF
VC
5 P
DR3
8" S
P IP E
S
S
S
D
6"
PLAN VIEW
EXISTING
PARKING
LOT
D
D
D
EXISTING
LIGHT POLE
GROUND WIRE
(TYPICAL)
VISE TYPE
CONNECTOR
(TYPICAL)
GROUND PAD, SEE
DETAIL (TYPICAL)
D
CUTTING OF EXISTING HAND
G
HOLE WILL BE REQUIRED
FOR CONNECTION TO DUCT
BANK 'B-B' ON THIS SHEET
S
G
E
IMAT
ROX ARE
APP
P
" S
2-2 UITS
D
CON
'B-B'
E001
G
APPROXIMATE LOCATION OF
EXISTING HANDHOLE. FIELD
VERIFY EXACT LOCATION.
SPLICE NEW AND EXISTING
1
CABLES; CORECBAS
NECESSARY
7.6 6
=22
4
.5
FOR USE OFRINIMVDUCT
BANK 'C-C'.
2
2
.=2
C
3/4" DIAMETER X 8'
GALVANIZED STEEL
GROUND ROD WITH
GROUND CLAMP, REFER
TO DETAIL. (TYPICAL FOR 2)
APPROXIMATE LOCATION
OF EXISTING HANDHOLE.
FIELD VERIFY EXACT
LOCATION
D
23
0
OX
R B
AKE
BRE
H
O
UGF
4
TING
EX IS
ED 1
POS
PRO
SS 3
LO
T
0
NE
GAIN
NET
GROUND
ROD
SPACED 20'
APART (TYP)
G
UGE
UGE
EO
C
1/0 AWG
COPPER
S
D
T/
UG
Y D
D
LINE
TION
ATER NSTRUC
E W
O
IMAT
ER C
ROX
UND
AP P
LY
T
REN
CUR
2/0 19 STRAND
BARE SOFT DRAWN
COPPER GROUND
GRID 1'-9" BELOW
GRADE
UG
T/
D
16
1'-0"
30"
VA
N
UG
E
OHW
TB M
6
TING
EX IS
ED 2
POS
4
PRO
S
LO S
0
NET
GAIN
NET
UGE&C
W
OOHF
O
HW
UGE
25"
E
P I
OH
W
IC
SERV
GAS
UGE&C
E
/D
UG T
8"
EXISTING
LIGHT POLE
UGE&C
T
GH
SI
EXISTING
LIGHT POLE
ACCESS
1'-0"
1'-0"
OF
GAS R
E
MET
P"
BUM
ED-
8"
FRONT
EMERGENCY BLUE
LIGHT PHONE
E
LIN
"SPE
SECONDARY KNOCKOUT
PRIMARY
KNOCKO
UT
EXISTING
LIGHT POLE
G
LL
.4 0
DWA
HEA
=217
OUT
INV.
EO
P
1
23
0
15"
1'-0"
10 " CONCRETE
SLAB WITH 3/4"
CONTINUOUS
CHAMFER
D
6"
D
GROUND CLAMP
(TYPICAL)
1"
D
10"
S
D
W
Y D
UGFO
LINE
S
ATER
E W
IMAT
ROX
AP P
H
D
W
24"
S
D
D
CP
W
1
12"
EXISTING DUCTBANK WITH
SPARE CONDUITS. ADDITIONAL
DUCT BANK MAY BE REQUIRED.
S
D
W
COMPOSITE
BASE SILTY
SAND MIX
2"
D
W
D
COPPER
GROUND
GRID 1'-0"
BELOW GRADE
(TYPICAL)
UGFO
G
D
(4) 4" (2 ACTIVE, 2
SPARE) GALVANIZED
STEEL 36" RADIUS 90°
SWEEP (TYPICAL)
CONDUIT
GEOTEXTILE FABRIC
S
TRANSFORMER PAD DETAIL NOTES
1,
PRIMARY
GRAVEL
SECONDARY
SECTION VIEW
INSTALL CONDUITS AS SHOWN PLANS AND DUCT BANK DETAILS, BEFORE SLAB IS POURED.
USE 36" RADIUS BEND, GALVANIZED STEEL RIGID STEEL CONDUIT SWEEPS AND RISER, WITH
COUPLINGS, NIPPLES AND BUSHINGS AS REQUIRED. BENDS FOR PRIMARY CABLES SHALL BE
GALVANIZED STEEL. TERMINATIONS AND BUSHINGS SHALL BE INSTALLED AFTER THE
TRANSFORMER IS PLACED, AND BEFORE THE CABLES ARE PULLED.
"C" TYPE
COMPRESSI
ON
CONNECTO
R
W
G
19
CB
3
227 .2
RIM= 2 1.11
2
N=2
2
INV.I
221.0
=
T
U
INV.O
S
D
EXISTING DUCTBANK WITH
SPARE CONDUIT. PROVIDE
NEW FIBER OPTIC CABLE
D
12
"D
I
I
12"D
D
18
CB
7
226.1
2
RIM=
21.9
2
=
N
INV.I
1.87
2
2
UT=
INV.O
D
D
G
G
GRAVEL AND SAND SHALL BE PLACED AS SHOWN IN DETAIL. THE GRAVEL, BEING
THOROUGHLY COMPACTED, AND THE SAND THOROUGHLY WETTED, JUST BEFORE
PLACING THE CONCRETE.
4.
CONCRETE TO HAVE A MINIMUM STRENGTH OF 5000 PSI AFTER 28 DAYS. AIR ENTRAINMENT TO
BE 6% +/- 1%. ALL EXPOSED EDGES TO HAVE A 3/4" CHAMFER. MATERIALS AND WORKMANSHIP
SHALL CONFORM TO ACI-318.
5.
REINFORCING RODS TO BE #5 AT 10" ON CENTER, TOP AND BOTTOM EACH WAY, GRADE 60
AND SHALL CONFORM TO ASTM. STANDARD A-615 OF LATEST DATA. REINFORCING RODS TO
BE LOCATED A MINIMUM OF 2" CLEARANCE FROM FACE OF CONCRETE.
6.
ALL OPENINGS SHALL HAVE ADDITIONAL REBAR REINFORCEMENT OF 1 #5 EACH
CORNER, MID- DEPTH.
7.
LIFTING ANCHORS SHALL BE INSTALLED WITH APPROPRIATE DAYTON LIFTING
ANCHORS OR EQUIVALENT.
8.
UPON COMPLETION OF THE SLAB, AND THE INSTALLATION OF CONDUIT, FILL THE OPEN
AREA AROUND THE CONDUITS WITH EXPANDING FOAM, CONCRETE AND GROUT AROUND
THE CONDUIT TO SEAL THIS AREA.
9.
TRANSFORMER TO BE FURNISHED AND INSTALLED BY THE UTILITY COMPANY.
10.
INSTALLATION OF CONDUITS AND GROUND GRID BY THE ELECTRICAL CONTRACTOR.
CONCRETE, GRAVEL AND SAND INSTALLATION TO BE BY THE GENERAL CONTRACTOR.
11.
VERIFY OIL CURB AND BOLLARD REQUIREMENTS WITH THE UTILITY COMPANY
PRIOR TO CONSTRUCTION OF TRANSFORMER PAD
12.
BOLLARDS SHALL BE PROVIDED PER UTILITY COMPANY REQUIREMENTS.
D
D
D
D
D
TO EXISTING IT
ROOM IN ROOM 224
S
G
D
D
1
P30
9
CB
240.1
RIM= 35.2±
2
.=
V
IN
232.6
=
P
SUM
D
D
D
1
E001
1066 Front Street, Manchester, New
Hampshire, 03102
3.
G
D
W
D
12"SDR
35 PVC D
LINE
GROUND CLAMP
#2/0 19
STRAND
BARE
SOFT
DRAWN
COPPER
(TYPICAL)
3/4"
DIAMETER
X 8'
GALVANIZED
STEEL
GROUND
ROD
F
NO.
1
4
E001
ADDENDUM 1
DATE
05/18/2016
CONNECTION & GROUNDING DETAILS
G
THREE PHASE TRANSFORMER (15KV PRIMARY, 750-2500KVA) PAD DETAIL (BASED ON NATIONAL
GRID) WITH OIL CONTAINMENT CURB
ELECTRICAL SITE PLAN
1" = 40'-0"
DESCRIPTION
N
S
S
11
3
CB
2 34.5
RIM= 27.59
2
INV.=
12
CB
2
232.8
RIM= 27.2 2
2
.=
V
IN
APPROXIMATE LOCATION
OF EXISTING HANDHOLE.
FIELD VERIFY EXACT
LOCATION.
E
GROUND
CLAMP
12"
S
G
S
INSTALL #2/0 19 STRAND BARE SOFT DRAWN COPPER WIRE LOOP 12" BELOW GRADE. BOND
TO ALL EXPOSED METALLIC CONDUIT AND LEAVE 3'-0" OF WIRE ABOVE PAD FOR GROUNDING
TRANSFORMER AT TWO OPPOSITE POINTS IN THE CABLE CONDUIT OPENINGS. INSTALL TWO
8" COPPERWELD (3/4") GROUND RODS AND APPROVED CONNECTORS BELOW GROUND.
LEAVE GROUND GRID EXPOSED UNTIL INSPECTED BY THE UTILITY COMPANY. CONNECTIONS
TO GROUND GRID TO BE MADE AS FOUND IN DETAILS, EXCEPT THAT EXOTHERMIC WELDING
("CADDWELD") SHALL BE AN ACCEPTABLE ALTERNATE TO COMPRESSION BOLTED
CONNECTIONS.
Advanced HVAC &
Electrical Technology
Building
SEE DETAIL
12"
G
2.
ATER
E W
IMAT
ROX
AP P
Lavallee|Brensinger Architects
G
D
12"R
D
D
D
D
SAND
FINISHED GRADE
D
S
1 1/2" CRUSHED
ROCK,18" DEPTH
26.0013
NONE
TRANSFORMER PAD DETAIL
12" = 1'-0"
H
FINISHED GRADE/PAVEMENT
C:\2015 Revit\150114 - MCCNH Lab Building - Local (v2015) - TXP.rvt
PROVIDE #4
REBAR IF
DUCTBANK IS
LOCATED UNDER
ROADWAY
M
12" RED (PER SHOP
DRAWINGS) WARNING TAPE
SHALL RUN THE LENGTH OF
DUCTBANK, LOCATED
12"B.F.G. (TYPICAL)
P
1
30" MIN
COMPACT NATIVE
BACKFILL VOID OF
OBJECTS OVER TWO
INCHES IN DIAMETER
AND VOID OF
DECOMPOSED
MATERIAL.
6" MIN
P
P
P
P
P
SP
CONCRETE
ENCASEMENT SHALL
BE 3 INCHES MINIMUM
ALL AROUND CONDUITS
UNDISTURBED EARTH
OR COMPACTED FILL
7.5"
7.5"
7.5"
37.5"
7.5"
FA
4" PVC POWER
T
CONDUIT FOR
PRIMARY FEEDERS
4" PVC POWER
SP
CONDUIT FOR
SECONDARY FEEDERS
2" PVC CONDUIT FOR
OUTGOING
TELEPHONE SERVICE
2" PVC CONDUIT
FOR INCOMING FIRE
ALARM SERVICE
4" POWER EMERGENCY FEEDERS
2" PVC CONDUIT FOR
C
GENERATOR
CONTROL WIRING
CONDUIT NOTES:
E
FO
4" SPARE WITH
PULLSTRING
2.
4" PVC CONDUIT FOR
OUTGOING FIBER OPTIC
1. THE RACEWAY PROVIDED FOR THE SECONDARY FEEDERS
BETWEEN THE MAIN BUILDING TRANSFORMER AND THE
SWITCHBOARD SHALL BE AS RIGID STEEL ELBOWS WITH
ONLY STRAIGHT PORTIONS OF UNDERSLAB RACEWAY
ALLOWED TO BE PVC RACEWAY.
2. IT IS ASSUMED PRIMARY CABLES CONSIST OF 4#1 MEDIUM
VOLTAGE CABLES. ELECTRICAL CONTRACTOR MUST
CONFIRM PRIMARY FEEDER GAUGE.
PLASTIC SPACERS
1
1
1.
5/16/2016 5:04:26 PM
26.0028
2
3
6.
7
NONE
4
5
30" MIN
6" MIN
BACKFILL MAY BE MADE WITH EXCAVATED MATERIAL OR
COMPARABLE, UNLESS MATERIAL IS DEEMED UNSUITABLE BY
ENGINEER. BACKFILL SHALL BE FREE OF FROZEN LUMPS, ROCKS,
DEBRIS AND RUBBISH. ORGANIC MATERIAL SHALL NOT BE USED AS
BACKFILL. BACKFILL SHALL BE 6-INCH LAYER AND THOROUGHLY
COMPACTED.
4. A SUITABLE PULLING STRING, CAPABLE OF 200 POUNDS OF PULL,
MUST BE INSTALLED IN THE CONDUIT BEFORE UTILITY COMPANY
IS NOTIFIED TO INSTALL CABLE. THE STRING SHOULD BE BLOWN
INTO THE CONDUIT AFTER THE RUN IS ASSEMBLED TO AVOID
BONDING THE STRING TO THE CONDUIT.
5. UTILITY COMPANY MUST BE GIVEN THE OPPORTUNITY TO
INSPECT THE CONDUIT PRIOR TO BACKFILL. THE CONTRACTOR IS
RESPONSIBLE FOR ALL REPAIRS SHOULD UTILITY COMPANY BE
UNABLE TO INSTALL ITS CABLE IN A SUITABLE MANNER.
8.
1
ALL 90 DEGREE SWEEPS WILL BE MADE WITH RIGID GALVANIZED
STEEL WITH A MINIMUM RADIUS OF 36 INCHES FOR PRIMARY AND
24 INCHES FOR SECONDARY CABLES.
12" RED (PER SHOP
DRAWINGS) WARNING TAPE
SHALL RUN THE LENGTH OF
DUCTBANK, LOCATED
12"B.F.G. (TYPICAL)
3.
SEE RISER DIAGRAM FOR CABLE TRAY REQUIREMENTS
CONCRETE ENCASED POWER DUCTBANK SECTION "A-A"
(6) 4" CONDUITS
ALL CONDUIT IS TO BE SCHEDULE 40 PVC, ELECTRICAL GRADE,
GRAY IN COLOR AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS. A 10 FOOT HORIZONTAL SECTION OF RIGID
STEEL CONDUIT WILL BE REQUIRED AT EACH SWEEP. ALL JOINTS
ARE TO BE WATERTIGHT.
FINISHED GRADE/PAVEMENT
PROVIDE #4
REBAR IF
DUCTBANK IS
LOCATED UNDER
ROADWAY
ALL CONDUIT INSTALLATIONS MUST CONFORM TO THE CURRENT
EDITION OF THE NATIONAL ELECTRIC SAFETY CODE, STATE AND
LOCAL CODES AND ORDINANCES, AND WHERE APPLICABLE, THE
NATIONAL ELECTRIC CODE.
FA
FA
T
SP
FO
FINISHED GRADE/PAVEMENT
PROVIDE #4 REBAR IF
DUCTBANK IS LOCATED
UNDER ROADWAY
CONTENT:
12" RED (PER SHOP
DRAWINGS) WARNING TAPE SHALL RUN THE
LENGTH OF DUCTBANK, LOCATED
12"B.F.G. (TYPICAL)
30" MIN
COMPACT NATIVE
BACKFILL VOID OF
OBJECTS OVER TWO
INCHES IN DIAMETER
AND VOID OF
DECOMPOSED
MATERIAL.
6" MIN
M
COMPACT NATIVE BACKFILL VOID OF
OBJECTS OVER TWO INCHES IN
DIAMETER AND VOID OF DECOMPOSED
MATERIAL.
SP
6" CLEAN SAND
SP
I
6" CLEAN SAND
UNDISTURBED EARTH
OR COMPACTED FILL
UNDISTURBED EARTH
OR COMPACTED FILL
7.5"
7.5"
7.5"
37.5"
7.5"
PLASTIC SPACERS
7.5"
7.5"
22.5"
7.5"
PLASTIC SPACERS
26.0028
POWER DUCTBANK SECTION "C-C"
NONE
POWER DUCTBANK SECTION "B-B"
40'
26.0028
20'
1
0
GRAPHIC SCALE
40'
80'
NONE
THE EMPTY POSITION IN THE COMBINATION POWER-TELE/DATA
DUCTBANK SHALL REMAIN EMPTY TO ENSURE SEPARATION
BETWEEN POWER AND TELE/DATA CONDUITS
SCALE: 1" = 40' - 0"
DUCTBANK WILL BE PITCHED AND RUN DEEP BELOW FINISHED
GRADE FROM THE MANHOLE TO THE TRANSFORMER PAD.
6
7
120'
J
8
9
10
11
12
13
14
FOR ADDITIONAL INFORMATION, REFER TO PROJECT MANUAL.
DUCTBANK INSTALLATION NOTES
CONDUIT DENOTATIONS:
ELECTRICAL SITE PLAN
DRAWN BY:
RJG
PROJECT NO:
150114.01
DATE:
04/22/16
REVISED:
SCALE:
1"=40'-0"
E001
Project Phase
BIDDING DOCUMENTS
BY LAVALLEE/BRENSINGER PROFESSIONAL
ASSOCIATION. ALL RIGHTS RESERVED.
NO REPRODUCTION WITHOUT PERMISSION.
200AS
125AF
RTU-1
200AS
125AF
200AS
125AF
75KVA XFMR
Boston | Manchester | Portland
www.LBPA.com
75KVA XFMR
ROOF
DRY TYPE TRANSFORMER SCHEDULE
8
D222
150A
MCB
120/208
T4
30
T3
KVA
P221
100A
MCB
120/208
D221
250A
MCB
120/208
1
9
20
60AS
50AF
1
2ND FLOOR
MAIN SWITCHBOARD "MSB"
2,000 AMP 480/277 VOLT M
3 PHASE 4 WIRE
SPACE
DMU
480-120V
1600A
3P
TO ETHERNET
CONNECTION
125A
3P
50A
3P
125A
3P
125A
3P
350A
3P
50A
3P
800A
3P
1
30A
3P
SPD
125A
3P
60A
3P
125A
3P
200A
3P
200A
3P
150A
3P
SPACE
1
9
G GROUND BUS
400AS
350AF
60AS
50AF
T3
1
30
PAD
MOUNTED
TRANSFORMER
11
1
N NEUTRAL BUS
P211
60A
MCB
120/208
208 VOLT (4)
OVERCURRENT
480V FEEDER
(3 PHASE, 3 WIRE, WITH GROUND)
120/208V FEEDER
(3 PHASE, 4 WIRE, WITH GROUND)
GROUNDING
(5)
15A-3P
30A-3P
3#12 & 1#12G.-3/4"C.
4#10 & 1#8G.-3/4"C.
1#8 - 3/4"C
42
30A-3P
60A-3P
3#10 & 1#10G.-3/4"C.
4#4 & 1#8G.-1-1/4"C.
1#8 - 3/4"C
36
83
50A-3P
100A-3P
3#6 & 1#10G.-3/4"C.
4#1 & 1#6G.-1 1/2"C.
1#6 - 3/4"C
45
54
125
70A-3P
150A-3P
3#4 & 1#8G.-1"C.
4#1/0 & 1#6G.-2"C.
1#6 - 3/4"C
T5
75
90
208
125A-3P
250A-3P
3#1 & 1#6G.-1-1/4"C.
4#250 KCMIL & 1#2G.-2-1/2"C.
1#2 - 3/4"C
T6
112.5
135
313
200A-3P
400A-3P
3#3/0 & 1#6G.-2"C.
4#600 KCMIL & 1#1/0G.-3-1/2"C.
1#1/0 - 3/4"C.
T7
150
181
417
250A-3P
500A-3P
3#250 KCMIL & 1#4G.-2-1/2"C.
8#250 KCMIL & 2#1/0G. (2)-2-1/2"C.
1#2 - 3/4"C
T8
225
270
625
350A-3P
800A-3P
3#500 KCMIL & 1#3G.-2 1/2"C.
8#600 KCMIL & 2#3/0G. (2)-3-1/2"C.
1#1/0 - 3/4"C
T9
300
361
834
500A-3P
1000A-3P
6#250 KCMIL & 2#1G. (2)-2-1/2"C.
12#400 KCMIL & 3#3/0G. (3)-3"C.
1#1/0 - 3/4"C
T10
500
600
1400
800A-3P
1600A-3P
6#600 KCMIL & 2#1/0G. (2)-3"C.
16#600 KCMIL & 4#300 KCMIL G. (4)-3-1/2"C.
1#3/0 -3/4"C.
KVA
T1
9
11
25
T2
15
18
T3
30
T4
P411B
P411A
800A
800A
MLO
MCB
277/480 277/480
T2
15
KVA
225
KVA
30
KVA
200AS
150AF
75
KVA
T5
8
P212
100A
MCB
120/208
16
P213B
P213A
800A
800A
MLO
MCB
120/208 120/208
D212
150A
MCB
120/208
CH-2
1
T8
LP411
60A
MCB
277/480
P214
250A
MCB
120/208
P413
400A
MCB
277/480
BOND AND GROUND TRANSFORMER PER NEC ARTICLE 250.30.
2.
CONNECT TRANSFORMER GROUNDING ELECTRODE CONDUCTOR TO NEAREST GROUNDING ELECTRODE (BUILDING STEEL, GROUND ROD, OR METAL WATER PIPE).
3.
ALL CONDUCTOR SIZES ARE FOR COPPER CONDUCTORS NEC TABLE 310.15.(B).(16)(2014); 60-DEGREE C UP TO 100A; 75 DEGREE C OVER 100A.
4.
SECONDARY OVERCURRENT PROTECTION SHALL BE LOCATED WITHIN TEN (10) FEET OF THE TRANSFORMER SECONDARY TERMINALS EITHER IN A PANELBOARD (MAIN BREAKER) OR A
INDIVIDUALLY MOUNTED CIRCUIT BREAKER.
5.
TRANSFORMER BONDING JUMPER AND GROUNDING ELECTRODE CONDUCTOR PER TABLE 250.66.
6.
600KCMIL CONDUCTORS AND LARGER SHALL BE PROVIDED WITH MAC ADAPTERS AS REQUIRED TO COORDINATE WITH BREAKER LUG SIZES.
7.
CONDUIT SIZES ARE FOR COPPER CONDUCTORS WITH THWN-2 INSULATION IN EMT PER NEC TABLE C1 IN ANNEX C.
CH-1
1
200AS
125AF
1.
MCC
CAMPUS
DISTRIBUTION
LOOP
200AS
125AF
16
CIRCUIT BREAKER
1
CONDUCTORS
C
D211
250A
MCB
120/208
P412
350A
MCB
277/480
120 VOLT & 277 VOLT 1PH, 2W. CIRCUITS
30A-1P
2#10 & 1#10G - 3/4"C.
40A-1P
2#8 & 1#10G - 3/4"C.
50A-1P
2#6 & 1#10G - 3/4"C.
60A-1P
2#4 & 1#10G - 3/4"C.
208 VOLT & 480 VOLT 1PH, 2W. CIRCUITS
(5) SETS OF (4#500KCMIL
FEEDERS) IN 4" CONDUIT.
PROVIDE (1) ADDITIONAL
CONDUIT WITH PULL
STRING AS SPARE.
1
1
BRANCH CIRCUIT SIZE NOTES:
1. ALL CONDUCTOR SIZES ARE FOR COPPER
CONDUCTORS NEC TABLE 310.15.(B).(16)
(2011); 60-DEGREE C UP TO 100A; 75
DEGREE C OVER 100A.
2. CONDUIT SIZES ARE FOR COPPER
CONDUCTORS WITH THWN-2 INSULATION
IN EMT PER NEC TABLE C1 IN ANNEX C.
LOWER FLOOR
E400
B
BRANCH CIRCUIT SCHEDULE
GROUND FLOOR
MH
A
TRANSFORMER NOTES:
100% RATED MAIN
CIRCUIT BREAKER
REFER TO COUNTERPOISE
DETAIL ON DRAWING E600
PRIMARY SECONDARY
480 VOLT
AMPS
AMPS
OVERCURRENT
SIZE
3.
CONDUIT AND CABLE SIZES SHALL BE PER
TABLE ABOVE, UNLESS NOTED OTHERWISE
ON THE FLOOR PLANS AND DRAWINGS.
4.
SEE SPECIFICATIONS FOR ACCEPTABLE
CONDUCTOR TYPES.
20A-2P/2W
2#12 & 1#12G - 3/4"C.
30A-2P/2W
2#10 & 1#10G - 3/4"C.
40A-2P/2W
2#8 & 1#10G - 3/4"C.
50A-2P/2W
2#6 & 1#10G - 3/4"C.
60A-2P/2W
2#4 & 1#10G - 3/4"C.
D
Lavallee|Brensinger Architects
208 VOLT & 480 VOLT 3PH, 3W. CIRCUITS
20A-3P/3W
3#12 & 1#12G - 3/4"C.
30A-3P/3W
3#10 & 1#10G - 3/4"C.
40A-3P/3W
3#8 & 1#10G - 3/4"C.
50A-3P/3W
3#6 & 1#10G - 3/4"C.
60A-3P/3W
3#4 & 1#10G - 3/4"C.
Advanced HVAC &
Electrical Technology
Building
E
RISER DIAGRAM
12" = 1'-0"
COPPER FEEDER SCHEDULE
FEEDER
SYMBOL
TO ADDITIONAL
ECUs (AS NEEDED)
1
CONDUCTORS (3-PHASE,
3-WIRE) WITH GROUND
RACEWAY
SIZE
CONDUIT
ENCELIUM GREENBUS CHANNELS
8 PER ECU/MAX 100 NODES EACH (TYP)
TYPICAL GREENBUS LAYOUT
WALL
MOUNT
DIMMING
ZONE
CONTROLLER
(TYP.)
WALL
MOUNT
3-ZONE
CONTROLLER
(TYP.)
3
5
CAT 5
ALC
G4 ECU #1
No use r ser vicea ble p arts inside . Con tact OSRAM for servic e.
PSU
EXTERNAL POWER
SUPPLY
100-240VAC/50-60Hz/1.8A
CH 8
CH 7
CH 6
24V DC Output
CH 5
FIXTURE
(TYP.)
Do Not D iscon nect From Power
CH 4
GreenBus II
CH 3
CH 2
CH 1
24V DC
Input
USB
2.0
ALC
Ethernet
10/100BaseTx
Class 2
SC3D
PCDM
PS
PHOTO
SENSOR
(TYP.)
ZC3
OCCUPANCY
SENSOR
(TYP.)
9
AREA LIGHTING
CONTROLLER (ALC)
DIMMED/SWITCHED
ZONE
(TYP.)
11
INCANDESCENT
FIXTURES OR
LED LINE
VOLTAGE
DIMMING
(TYP.)
3#1 & 1#8G.
3#1 & 1#6G.
3#1/0 & 1#6G.
PHASE CUT DIMMING MODULE
(TYP.)
15
SSU
3#2/0 & 1#6G.
17
3#3/0 & 1#6G.
19
TYPICAL ENCELIUM BLOCK RISER
* A SINGLE ECU, USE CROSSOVER CABLE TO SSU PORT 2
3#4/0 & 1#4G.
3#250 KCMIL & 1#4G.
23
3#350 KCMIL & 1#4G.
3#500 KCMIL & 1#3G.
25
ENCELIUM GREENBUS CHANNELS
6 PER ECU/MAX 75 NODES EACH (TYP)
UP TO 100 NODES
26
(DEVICE DEPENDANT)
27
3#600 KCMIL & 1#3G.
6#250 KCMIL & 2#2G.
LUMINAIRE CONTROL
MODULE (LCM)
PSU
EXTERNAL POWER
SUPPLY
100-240VAC/50-60Hz/1.8A
CH 8
CH 7
CH 6
24V DC Output
CH 5
Do Not D iscon nect From Power
CH 4
GreenBus II
CH 3
CH 2
CH 1
24V DC
Input
USB
2.0
Ethernet
10/100BaseTx
CONTROL LINES
20AMP LOAD
CONTROL LINES
C:\2015 Revit\150114 - MCCNH Lab Building - Local (v2015) - TXP.rvt
4#2/0 & 1#6G.
2"
4#3/0 & 1#6G.
2"
4#4/0 & 1#4G.
2 1/2"
4#250 KCMIL & 1#4G.
2-1/2"
4#350 KCMIL & 1#4G.
3"
4#500 KCMIL & 1#3G.
4"
4#600 KCMIL & 1#3G.
4"
8#250 KCMIL & 2#2G.
(2)2-1/2"
175
200
G
225
250
300
350
4"
400
(2)2-1/2"
500
H
(2)3"
30
LINEVOLTAGE
(SUPPLIED TO
FIXTURE)
MAX: 300W @ 120-347V
SENSOR INPUT
MODULE (SIM)
Scene 2
ALC
TO SECURE LAN PORT FOR
CUSTOMER/CLIENT
LIGHTING CONTROL ACCESS
* REQUIRES STATIC IP ADDRESS
* REQUIRES USB PORT TO
NETWORK
ADAPTOR
LINEVOLTAGE
(SUPPLIED TO
FIXTURE)
MAX: 300W @ 120-347V
PHASE CUT
DIMMING
MODULE
(PCDM)
(TYP.)
Scene 3
31
33
LOW VOLTAGE
WALL STATIONS
(TYP.)
0-10V DIMMING BALLAST
OCCUPANCY
SENSOR
(TYP.)
LINEVOLTAGE
(SUPPLIED TO
FIXTURE)
MAX: 450W @ 120V
MAX: 277W @ 277V
0-10V DIMMING BALLAST
8#350 KCMIL & 2#1G.
(2)3"
12#300 KCMIL & 3#1/0G.
(3)3"
12#400 KCMIL & 3#2/0G.
(3)3"
12#600 KCMIL & 3#3/0G.
(3)4"
16#600 KCMIL & 4#4/0G.
(4)4"
600
CONTENT:
35
PHOTO
SENSOR
(TYP.)
(PORTS IN FRONT)
9#400 KCMIL & 3#2/0G.
9#600 KCMIL & 3#3/0G.
37
12#600 KCMIL & 4#4/0G.
38
800
(3)3"
1000
(3)4"
36
ALC CAN SUPPORT UP TO THIRTY-TWO (32) BALLASTS CONNECTED IN PARALLEL.
INCANDESCENT
OPTIONAL: MAXIMUM TWO (2) BALLASTS CONNECTED IN PARALLEL.
FIXTURES OR
LED LINE
VOLTAGE
DIMMING
(TYP.)
AREA LIGHTING CONTROLLER (ALC)
ETHERNET SWITCH
(3)3"
34
0-10V DIMMING BALLAST
SSU
9#300 KCMIL & 3#1/0G.
32
0-10V DIMMING BALLAST
120 VAC/60Hz/10W
NON-EMERGENCY CIRCUIT
2"
Scene 1
Class 2
120 VAC/60 Hz/200W
NON-EMERGENCY CIRCUIT
120 VAC/60 Hz/300W
EMERGENCY CIRCUIT (PREFERRED)
NON-EMERGENCY CIRCUIT ACCEPTABLE
6#350 KCMIL & 2#1G.
1200
(4)4"
1600
FEEDER SIZE NOTES:
LUMINAIRE CONTROL
MODULE
(LCM, TYP.)
* A SINGLE ECU, USE CROSSOVER CABLE TO SSU PORT 2
1.
ALL CONDUCTOR SIZES ARE FOR COPPER CONDUCTORS NEC TABLE 310.15.(B).(16)(2011); 60-DEGREE C UP TO 100A; 75 DEGREE C OVER 100A.
2.
CONDUIT SIZES ARE FOR COPPER CONDUCTORS WITH THWN-2 INSULATION IN EMT PER NEC TABLE C1 IN ANNEX C.
3.
600KCMIL FEEDERS SHALL BE PROVIDED WITH MAC ADAPTERS AS REQUIRED TO COORDINATE WITH BREAKER LUG SIZES.
4.
SEE SPECIFICATIONS FOR ACCEPTABLE CONDUCTOR TYPES.
I
TYPICAL ENCELIUM WIRING RISER
GRAPHIC SCALE
5/16/2016 5:04:28 PM
8'
2
E400
4'
ENCELIUM RISER DIAGRAM
12" = 1'-0"
0
8'
16'
24'
SCALE: 1/8" = 1' - 0"
J
1
2
3
4
5
6
7
8
9
10
11
05/18/2016
150
4#1/0 & 1#6G.
12
13
14
FOR ADDITIONAL INFORMATION, REFER TO PROJECT MANUAL.
CAT 5
No use r ser vicea ble p arts inside . Con tact OSRAM for servic e.
29
AREA LIGHTING
CONTROLLER
(ALC)
ADDENDUM 1
DATE
4"
28
G4 ECU #1
1
125
DESCRIPTION
3"
24
TYP. ENCELIUM WIRING RISER (GB2)
1-1/2"
NO.
2 1/2"
22
TO ADDITIONAL
ECUs (AS NEEDED)
4#1 & 1#6G.
100
2 1/2"
20
21
1 1/2"
F
2"
18
(PORTS IN FRONT)
120 VAC/60Hz/10W
NON-EMERGENCY CIRCUIT
4#1 & 1#8G.
90
2"
16
CAT 5
ETHERNET SWITCH
1 1/2"
2"
14
120 VAC/60 Hz/300W
EMERGENCY CIRCUIT (PREFERRED)
NON-EMERGENCY CIRCUIT ACCEPTABLE
4#2 & 1#8G.
1 1/2"
12
13
1 1/4"
1 1/2"
10
AREA LIGHTING
CONTROLLER
(ALC)
SWITCHED ZONE
(TYP.)
4#3 & 1#8G.
80
1 1/4"
3#2 & 1#8G.
8
CAT 5
120 VAC/60 Hz/200W
NON-EMERGENCY CIRCUIT
TO SECURE LAN PORT FOR
CUSTOMER/CLIENT
LIGHTING CONTROL ACCESS
* REQUIRES STATIC IP ADDRESS
* REQUIRES USB PORT TO
NETWORK
ADAPTOR
7
1066 Front Street, Manchester, New
Hampshire, 03102
1 1/4"
3#3 & 1#8G.
6
(DEVICE DEPENDANT)
NOMINAL
AMPERE
RATING
70
1 1/4"
4#4 & 1#8G.
4
UP TO 100 NODES
RACEWAY
SIZE
CONDUIT
1 1/4"
3#4 & 1#8G.
2
PHASE CUT
DIMMING
MODULE
(PCDM)
(TYP.)
CONDUCTORS (3-PHASE,
4-WIRE) WITH GROUND
N
TYP. ENCELIUM COMPONENT RISER SHOWING G4 ECU
ELECTRICAL POWER RISER DIAGRAM
DRAWN BY:
RJG
PROJECT NO:
150114.01
DATE:
04/22/16
REVISED:
SCALE:
1/8" = 1'-0"
E400
Project Phase
BIDDING DOCUMENTS
BY LAVALLEE/BRENSINGER PROFESSIONAL
ASSOCIATION. ALL RIGHTS RESERVED.
NO REPRODUCTION WITHOUT PERMISSION.